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Home My WebLink About235 Clydesdale Cir 04-354 SFR12-0011 Anlywo-1-ITHIM, CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr` #702 Orlando, FL 32822 ._(407),857,910.1 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MI SCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT #A o SSL( DATE ii - PERMIT DESCRIPTION &OL�1- PERMIT VALUATION 1OA '.. "21, ., SQUARE FOOTAGE )BE7 J-_-.._-1 YATE9PR�"IT�GAiE1L'1Y City of ,Sanford Certificate of Occupancy This is to certify that the building located at 235 Clydesdale Cir for which permit number 04-354 was issued has been completed according to the plans and specifications filed in the permit, to wit as Single Family Home complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: T. Lilly Engineering: D. Sweet Public Works: R. Buckner Utilities: R. Blake Fire Department: N/A Zoning: N/A D R Horton Property Owner 05/06/04 04/06/04 05/06/04 05/07/04 C� YVA 05/18/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE"" a �o DATE: 5/5/04 PERMIT #: 04-354 ADDRESS: 235 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. '---�gineering ❑ Public Works ❑ Utilities bK 4/(010 �- D. swcswT 7]Fire _ ❑ Zoning _ ❑Licensing N/A 101_1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Lol0 3q�9a. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 5/5/04 04-354 235 CLYDESDALE CIRCLE BAKERS CROSSING D R HORTON PHONE #: MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering Public Works air S =—a []Utilities ❑ Fire N/A []Zoning N/A ❑Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE"" C.0JC.C. CHECKLIST - UTILITIES CREPT. Requea Lnew-----------To----------- DATE: 5/5/04 lNff1AS DAII Utility inspectors Rnal ---------- ---------- PERMIT #: 04-354 FDEP Clearance -Vkaw -------------------- FDEP Clearance -SeWW ---------- ---------- City Services Easements ---------- ---------- ADDRESS: 235 CLYDESD .I 10% - 2yd ---------- ---------- BAKERS CROS SIrNO-------------------------------------- CONTRACTOR: PHONE #: D R NORTON MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public Works tili s ❑ Fire N/A ❑ Zoning N/A ❑Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 5/06/04 Address Misc. Information Maintenance 16:26:03 Location ID . . . . . . . 230755 Parcel Number . . . . . 18.20.31. - - Alternate location ID . . Location address . . . . . 235 CLYDESDALE CIR Primary related party ASHLEY P & RACHEL G MORASCH Type information, press Enter. Special Sequence Code(F4) App Free-form information Date notes 1.00 CSVC UT ************* LOT 66 ************** 112103 2.OT CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 _ 11210 CSVC UT BP04-354 PD 11-19-03 SEE REC46223 _ 1 4.00 CSVC UT 4"WA METER SET FEE $190.00 PD -19-03 _ r=02 5. 0 CSVC --T-.7u UT — REC 2 _ 0 - 7.00 _ More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 5/06/04 16:25:37 Location ID . . . . . . : 261335 Parcel Number . . . . : Alternate location ID . : Location address . . . . : 428 CASA MARINA PL Primary related party . : Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT 3/4"RC METER SET FEE $190.00 PD 2-3-04 20404 00 CSVC UT REC 384 2 404 3 -Do _ 5.UU --T.-77 — 7.0 —_ 8-M _ 97OU _ �0__U Special notes More... F2 Address F3=Exit FS=Notes display F6=Change display F10=Subdivsion Notes F12=Cancel y. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 235 CLYDESDALE CIRCLE O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: Policy Number NAIC Number CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 66, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area; if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION n•inn nnu.nu - u I. Iver l.vrvnv""" 1 , IvHIVIC * WIVIIVIUIVI I T IVU114=11 132. COUNTY NAME B3, STATE SEMINOLE COUNTY 120283- SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AD, use depth of flooding) 1202890135 E 4/17/95. 4/1/795 A 24.5' ran 14;,.. _ fti s.. _ n_ _ n_ uiwkw u IU avulvc UI u IO Umu nwu aCvduU11 (arC) aaia or base flood depth entered In 69. El FIS Profile El FIRM El Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 El Other (Describe): B12. Is the building located in a Coastal Barrier System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Desi nation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: El Construction Drawings* F-1BuildingUnder Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARA, ARAE, ARIA1 A30, ARIAH, ARIAO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE EI ti f eva on re erence mark used _Does the elevation reference mark used appear on the FIRM? [:]Yes ®No o a) Top of bottom floor (including basement or enclosure) 28. 9 ft.(m) ca o b) Top of next higher floor 37.9 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA . ft.(m} ° 6 o d) Attached garage (top of slab) 28. 4 ft.(m) E o" o e) lowest elevation of machinery and/or equipment u, m servicing the building (Describe in a Comments area) 28.Eft(m) E o f) Lowest adjacent (finished) grade (LAG) 28.1 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 28. 4 ft.(m) o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all tflood germane I openings ( vents) In W.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U S Code Section 1001 CERTIFIERS NAME GALEN K BELL LICENSE NUMBER 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY 1030 N. ORLA�V�NUE,S� E WINTER PARK SIGNATURE - FEMA Form 81-31, January DATE 4/26/04 See reverse side for continuation. FL (407) 426-7979 ZIP CODE 32789 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number LARGO 235 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3 -E IS AN AIC UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items. E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent , grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or wmer's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, A C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE I TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) Ths locei official who is authorizedby lav or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the aloViceblOem(s) and sign below. G1. ❑ The infomation.iri Sedan C:wastaken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state a local:Iaw "to oertify elevation ih drrnaton. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ 1A community offidal oornpleted vection E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone A0. G3.•❑ T1ie following information (Items'G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPI-MCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS U Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions ° PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 66, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. CLYDESDALE CIRCLE TRACT "A" 50' RIGHT-OF-WAY POB VA62p03 50' ,AO / 1 R, 4T N6 � \N 196.07 CENTERLINE OF - 1 RIGHT-OF-WAY O , : •'.+I NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). JF -YIP;:: N 14*13'08"W aR�. 23.99' =9. EN RHOZORy GK S 0 Gl,fa EFria y3 o. F1N15ioN'l LOT 65 22.9' O _ `•,05..:0 W CONCRETE O N o'�N" LOT 66 LB LAND SURVEYING BUSINESS rn o DENOTES DELTA ANGLE o- z ----- ----------- ?8d 20' ENVIRONMENTAL CO TROL EASEMENT --------------- \2) NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND. ON 04-23-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 66 AS BEING S00'27'02"W PER PLAT. (FIFID DATF•) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42683 DRAWN BY: REVISED: 4-23-04 CKB 30ARD 1-8-03 CKB PLAN 09/25/03 SOO 1 A=21'50'06" R=75.00' L=28.58' CB=N64'51'48"E C=28.41' 1"= 30' GRAPHIC SCALE 0 15 30 i 1 W (n 21.6' Q 1 �'S d z N 1 V) _ U i N- 0 z Y uW ODOFn = O N I t20O N N 0 p m (n p00 Q �� W UO UQ Q I U) 0- a - I I I Y Q I OD N89'35'18"W 1 az5 81.51' TRACT "I" LANDSCAPE BUFFER 1 LEGEND BUILDING SETBACK LINE CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE Z�s LB #4671 (04/23/04) 13J1.24 EXISTING ELEVATION SET 1/2'IRON ROD AND CAP AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L3#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FOR1 BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA �VA'� PAO Ll FOR THE FIRM 0 R. MLfCATELL6 JR. P'SM#4t28 DATE O LB 46393 (04/23/04) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT - PI DENOTES POINT OF INTERSECTION (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S(W SIDEWALK A/C AIR CONDITIONER Cf' CONCRETE PAD COW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L3#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FOR1 BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA �VA'� PAO Ll FOR THE FIRM 0 R. MLfCATELL6 JR. P'SM#4t28 DATE COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75638 DATE: / BUILDING PERMIT NUMB ER:��_r��-1 (CITY) COUNTY NUMBER: UNIT ADDRESS: -�� /��L)� TRAFFIC ZONH& ZONE: 5--I-DICTION: O6 CITY-OF-SAHFORD_-_--_--- SEC: TWP: R@G: PARCEL: SUBDIVISION: ' 'L � � TRACT: _ / _-~--- - -_ --_~- - -- ---_----_ ---// pL*| uuO PLAT pLi BOOK PAGE: BLOCK: LOS OWNER NAME: ADDRESSa KA4 ''`--V^A!Luc. 7Z!.�'7____-_-----_-_---- APPLICANT pAME: ADDRESS: _________________________--_--_--__-_-_-----_---------------------- LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction -----------------------~---------------- -------------------------------------~-- FE[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DEGC. UNIT OF UNITS | _---_--_-_---------_---------_-------------__----------_-_-----------_-----__--- ROADS -ARTERIAL.S CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 � LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE' ` $ 2,285.00 RECEIVED BY:SIGNATUREx _... .... ... _��_... ... ... ... (PLEASF PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1 -COUNTY 3 -CITY 2 -APPLICANT 4 -COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER!, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYS,TUM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING ABOVE BUT NOT LATER THAN ABOVE, SIGNATURE DATE , CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PADK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE TUE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP L�EFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** F- 235- CAOes&Q Ci r-6 Q THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PG 0379 CLERK'S # 21003200219 RECORDED 11/06/2003 0207:13 PM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) � 67, 68, 69 and 70 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: GERTWEU COPT 94'iARYANNE MORSE CLERK OF CIRCUIT COURT :ZE;,O.Ri Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Hortoall0 by:o ert,istant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of IVW 2003 byy Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a�elaware Corporation, on ehalf o�I tncorporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFCCIAL NOTA2Y'S' PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. 1tJLY 26,2006 of ignature Notary Seal 5-06-203 7 : 09AtA V+�c7:!o`ra-. �,a ..-!r:r:.nv�.+.r!v<.w•.r;r.�:.,,:o�,',,al l.,!r,::..,.; '�•; .. .. ` Permit a Job Address: CfTY OF SANFORD PERMIT APPLICATION o` _4 C16 — Description of Work: `�- :.........-.._.......... 71ninR: Value of Work: S Historic District: rFirc SpnnklerlAlarm P9161 TXFJ .DuPool ` Mechanical Plumbing _�_ ildino,�,,,-_ Elcutrieal Tem or�uy Pole _ V Ua Addition/Alteration Chan4c of Scrvicc p 41wrlclit: yew S;rvlca - IF of AM S, rJ N (Duct j uyout & EnergY Cnlc kcq'_,rcd) ivlechanical: Residential _ Non•Rosidcntial Replac"rit -a of Gas Lines Plumbing/ New Commerelrl: a of Fixtures # of Water & Sewer LlncsPlumbing Repair ReSsoential or Corrvncr al PlumbiriVNcw Residentlal: q oI Water Closets._ T ResYdential Commercial Industrial Total Square Footage: Occupancy Type: Construction Type: a of Stories: is of Dwellipg Unit's: flood Zoue: (FEMA form required for o(hcr tnan eh Proot of Ownership S Legal Ducrlpiiun) Parcel a: Owners Name & Addreaa: - _ls-r�--'Z-2- Phnnr: _.�o-/ - - . c�SI Contractor Name 6 Addreu:c� Z /�, ` 3��7�. ltatc Llcsnsc Number�� n i Z Contact Person: —1 1 Phonc & Fax: m bonding Company: - -- Addicsc:—...... N4ortgagc Lender Address:- ArchitccUEngineer: -_ AdJrcia: ..._ .�. • reTlify hat no wurk ill cvd Application is hereby mode to obuin a permit to do the otk anmeetJ landardslofsollslanws regulstllnQ eonxtwc on in horjuriaduo0n.hl undaT ans u(�Oscparn- issuance of a pc mit tnd that all work,' will bC peri permit must be secured for ELECTRICAL WORK PLUMBING, SIONS, WELLS, POOLS, FUItN ICES, BOILERS• Ht�TEKS, TAl'KS, end AIR CON DITIONER$, Olt; n W.NER'S AFFIDAVIT: I eetti (y that all 01 -the foregoing inforrltarion is QccuraLe and that all wvrlc will MAY b< done in complNn ec uith SII �pI IN YOL able 1.1 K r`•gviinng TWIG FO and zoning.IMPROVEMENTS TO OUR PROPERTY• FAILURE TO R.ECOR.D A IF YOU INTEND TO OBT IN FINANCING, O CINC COVSULT WrTH YOUK,L.ENC'ER OK 11^•al TWICE FOA ATTORNEY BEFORE RkLC:ORDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition m she requirements of thin permit (hart may he a klit Doak, restrictions applicable this rruno en�dism-rstvetc 4cnenesnor c loll i enc ci. this covnry, and there m;y be addioocntl permits requirod fmm other govemmanul cn"n such as g Aeccplance of permit is verirleution that I will notify rhe owner of of the rrwremcnts of Horida ten the property q _Wu $ignatureufOwner/Agent Ualc SirrsaturourCOnrnctnvAgcnt 1 ...:. .... Ynnt�Agcnt 5 fJa c Print Own0r AAXcnt's Namc " - .. Hare Signntuic or Nulal ate n! }!cnu ..`yu'.c Sitlnaturc of Nul:vySl�i', n/ Flotilla Ciws�dnrast k .._ Ycliun,"v Yi)nlvn nr Md ur YruJUCQ(t 117 -- ,NI`I'Lll Al10\N AI'PROVI'-D tiv. llldl: _----•.. l�� ..- fIoi d P ball:) ipcci;il l ondilinns: --.- t,'u1llnclnr/Agent Is ✓`•r:o��ly .l'now'n w �lrn PrOdvc'cn 11) .... ...-- /_cuing: _-- tI111I1'al S. Di[c) llll i;l]: - iJ11C1 ,ttttr, Marie A. Zettlemoyer OSY Pr!9r: ;_.• •`� :Commission 4DD221380 :''•�' Expires:Jul Tu 2007 Bondedhr �9 'hl9iliti`�� Atlantic Bondinp,Co..lnc Permit # .-, __ 40 Job Addresa3 Description of Work, Historic District: Zoning. CITY OF SANFORD PERMIT APPLICATION Value of Work: Date' .�— I Bonding Company Address' .Mortgage Lender: Address- Architect/Engineer: Phone: Address:' — - Fix' - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has con-imenced prior to the issuance of a permit and that all work will b` performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicatNe I w rcp.:uJ .ting construction and zoning. WARNLNo TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT TN YOM. TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, of (i+deia.l agencies - Acceptance of permit is verification that I will notify the owner of the property of the requirements of F] ten 7 FEU v'6 CoQ Signature of Owner/Agent Date Si re Con actor/Age`nt _ Date ROBERT - G.. DELL0 RUSSO Print Owner/Agent's Name P n Contractor : ent's me Signature of Notary -State of Flonda Date Sig azure of 1 o_ ---State of Flondz Date Ox�mer/Agent is _ Personal], ;<no�kn to Me or Produced ID AITLI( AI ION APPROVED 13Y: Bldg: Zoning: Initial & Date) l -),:C] t! Conditions: C'oniracior/Ace-::, _ PersonaltyKnown to Me or Produccc Lr....,s: 1: D: _ (Initial fi Date) (Initial & Da(e) (Itritial Dat iv,:RhNuA 0. i vnivcn` I,r i 44Y C0MMISSi0P,l't DD 212893 EXPIRES. Jflne 14.2007 Goaded Th,,Notary Public Underwriters ii33 Permit Type: Building Electrical ------:— Mechanical Plumbing Fire 5p inklerlAlarri =7-== ' - _.. )electrical: New Service – # of t MpS Addition/Alteration Change of Service Tena- F®le Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy C'aW, Required..) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines PlumbIng/New Residential: # of W r Closets Plumbing Repair– Residential or Cormercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of stories: # of Dwelling Units: Flood Zone: (FEMA forth required for: ut:ftt.i: t:Itan Q Parcel N.' (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: qTT*Atm 17 flute License Number- "`^"" RUM Phone & Fax: 1 AXE MARY Fish'ii3Tlr� tc �' Ti -A 74,wel;!4 Pb'6feEt!� 'Vo % 4..3weW Bonding Company Address' .Mortgage Lender: Address- Architect/Engineer: Phone: Address:' — - Fix' - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has con-imenced prior to the issuance of a permit and that all work will b` performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicatNe I w rcp.:uJ .ting construction and zoning. WARNLNo TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT TN YOM. TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, of (i+deia.l agencies - Acceptance of permit is verification that I will notify the owner of the property of the requirements of F] ten 7 FEU v'6 CoQ Signature of Owner/Agent Date Si re Con actor/Age`nt _ Date ROBERT - G.. DELL0 RUSSO Print Owner/Agent's Name P n Contractor : ent's me Signature of Notary -State of Flonda Date Sig azure of 1 o_ ---State of Flondz Date Ox�mer/Agent is _ Personal], ;<no�kn to Me or Produced ID AITLI( AI ION APPROVED 13Y: Bldg: Zoning: Initial & Date) l -),:C] t! Conditions: C'oniracior/Ace-::, _ PersonaltyKnown to Me or Produccc Lr....,s: 1: D: _ (Initial fi Date) (Initial & Da(e) (Itritial Dat iv,:RhNuA 0. i vnivcn` I,r i 44Y C0MMISSi0P,l't DD 212893 EXPIRES. Jflne 14.2007 Goaded Th,,Notary Public Underwriters ii33 10-03-203 9:52AM FROM Permit #: V —,55q Job AddreSS: CITY OF SANFORD pERlltTT APPLICATION Date: /13 Description of Work: Historic Dimict: Zoning: 'Value of Work; S yDOr 4C v'o Permit Type: building Electrical 1,"— Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of A141S Addidon/Alteration Change of Service Temporary Pole _. Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines P(umbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commcmial Occupancy Type: Residential � Commercial Industrial Total Square Footage: 6'= Construction Type: # of Stories: # of Dwelling Chits: Flood Zone WEMA form required for orper than X) Parcel #: (Attach Proof of Ownership & Legal Description Otrnerx Name &Address: ir7 Q s Lo �D fir• % t Tit i] %' t Phone: Contractor Name & Address: _ �v� �?O42 /:Z : Chi +�C r /�iI Cr� "P,4 State LicenseNummber: Phone & fnz: 0 - O -1� Ctrlata t Person: oNivri /wdlt�v' Phone:�9 Bonding Company: Address: Nlortesgo Lendcr: Address: ArchitecVEngintcr: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations m indicated. I certify thal no work or installation has commenced prior to the issuance of it permit and chat all work will be performed to meet standards of all laws regulating eonstivction in this jurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dont in compliance with all applicxhtc laws rc.pulacing construction and Zoning.: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1'C>C/11 PAVIN(-, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OR AN ATTORNEY BBFORF. RECORDING YOUR NOTICE OF COMMENCEMENT, NS' Kg: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional Permits rcquirtd from other governmental entities such as water management districts, state agencies, or federal agencies. Aoceptancc of permit is Ycrification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. _ 6 Signature of Uwncr/Agent — Date a Sicn;,turc o— .f.C�rontractor/Agent Print Uwncr/Agent's Name Print Cont r/Agent's Nam< Signature of Notary•State of i lurida Date SiSnaWrc of Ne State o(flurida Uale �'$ 04 Bonny G Logan My Uwncr/Aga� n is J'ersonally Known to Me or Contractor/Agent is •.►G Personally Known to Me Commission DD201551 Produced ID , _ _ Produced IDT ora Expires May 17 2007 APPLICATION APPROVED BY: Bldq: ` Zoning: Utilities: FD: (Initial &Date) ((nitial & Datc) (Initial & Datc) (Initial & Date) Stade; Cundainns: .a' Permit # Job Address: Z 3 C I Description of Work: P'l Historic District: Zoning: L CITY OF SANFORD PERMIT APPLICATION Date: Z)4.G Value of Work: S T 330 .0J Permit Type: Building Electrical Mechanical Plumbing >C Fire Sprinkler/Alarm Pool Electrical: New Service — It of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: - ADVANTAGE PLUMBING, IMBING, INC. -State License Number:. C -r—_ _ .( (?r7dP3 ) Phone & Fax: 620027 Contact Person: ADVA�,{TAGE PLUMBING, I - Bonding Coot O, FLORIDA 3276 - P.O. 07)366-399 ntnrnn ct 0RInA-397F;9-fM9 Address: (407) 366-3994 Mortgage Lender: Address: 11 ArchitecUEngineer: Address Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements A., w, FS 113. Signature of Owner/Agent Date Signature of Contractor gent Print Owner/Agent's Name Print Contractor/Agent's Nanhc Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Notervv Pudic State of Florida Owner/Agent is _ Personally Known to Me or Contractor/Agent is PersonalLv.�rlp�vAtq' e p� Feb. 1 20t)8 _ Produced 1D _ Produced ID IIVVII 16:000000 ffffll Comm. No. DD 258139 APPLICATION APPROVED BY: Bldg: Special Conditions: zoninz: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Permit #/� Job Address- Clu l CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: moi- ice. Historic District: Zoning: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial t' Occupancy e: Residential p y Typ � Commercial Industrial Total Square Footage:AA:�� O Construction Type: # of Stories: # of Dwelling Units:. Flood Zone: T \ (FEMA form required for other than X) Parcel #: Owners Name & Address: n..1Z, OG�f C Contractor Name & Address;'Fi Phone & Fax: Bonding Company: -N Address; Mortgage Lender: tlj� Address: Architect/Engineer: A,I).-D--_-C-t ) (Attach Proof of Ownership & Legal Description) Phone: Address. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that nW work or'l`"`A n has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permi is e ' to tion t t I will notify the owner of the property of the requirements gfflorida Lien La FS 713. Signatu of Owner/A t Date Signatu e o Contractor gent Date of O PATRICIA COULTUN �' NOTARY PUBLIC STATE OF FLORIDA MISSION NO. DD1343 Owner/Agent is �P sonall�Q� M -XP. ULJ ,_.Y 2- 6'20 Produced ID MYCU�� APPLICATION APPROVED BY: Bldg'I l 01 ( -1�_ Zoning: (Initial & Date) Special Conditions: 's of PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 Contractor/Agent isT20*�XLIy`glM EX191 16E.Y 26,200E Produced ID i� (Initial & Date) Utilities: FD; (Initial & Date) (Initial & Date) � �S�Lo Low i . R. S SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT (o (a SUBDIVISION: BAKERS CROSSING ADDRESS 1--e Er BUILDING APPLICATION t/ POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS j3 SETS OF ENERGY CALCS MANUAL Jl DUCT LAYOUT VATTACHED TO THE PLANS / 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS V UTILITY FORM NOTICE OF COMMENCEMENT APPP?C CONTRACT U6C6CeU Rrm J Limited Power Of Attorney I hearby name and appoint: Craig Coulton and Ra-" r'`c— . 4i- I+cn each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply tp The Building Dept, of: C I to (�.� SO, Y) y For a residential permit for work to be performed at: - v) Lot # ; �p�pde Subdivision J Address:��— And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this: Date: lc`, \ \n �_� By: Richard B. Ladd ( Contractor ) Who is personally known to me, OFFICIAL NOTARY SEAL PATRICIA COULTON State of FI rid NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 County f ora e Y MY COMMISSION EXP. JULY26,2006 Notary Public Signature Notary Seal -�-/3., CITY OF.SANFORD �---' I'.0. Box 2847 SANFOkD, FL 32772 PHONI3' iJ (407) 330-5630 APPLICATION FOR U'T'ILITY SERVICE AC;C OUN'1' (FULL NAME) FAX it (407) 3287367 ------------ SERVICI'ADDRESS �2O �L �3 M.AIL,IN(; A.I�DRLSS �� oZ ZIP TURN ON DATE SINGLE FAMELY RESIDENCE v ,^� MMI ULTI-FALY RESIDENCE VUJY\.Zlr/N.C------------ r& COMMERCIAL �A-�{-�-�- C� o V't;�Q:C.� ' Pa�► Civ I `�yr'�. WORK#� 9-D+ 8 I oI SOCIAL SECURITY## HOME# (\-)-P OWNER OF PROPERTY__ C�•12. }-�pr}fl� ,ry, 1 AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO PROVIDE PROPER IDENTIFICATION AND A PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO A A 1'1 �,.... .------ OTHER. THE NEW AP OUTSTANDING CHAR OTHER SERVICE ADDRESS. I MUST P SIGNED; y� �v i vvrci i c L�tLVW DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL_ $ LL STOP DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE= B4. MAP AND PANEL FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B: No. 3067-0077 67. FIRM PANEL NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200, NUMBER ELEVATION CERTIFICATE 66. FIRM INDEX DATE EFFECTIVE/REVISED DATE Important: Read the instructions on pages 1.7. (Zone AO, use depth of flooding) 1202890135 SECTION A - PROPERTY OWNER INFORMATION 4117(95 For Insurance Company Use: BUILDING OWNER'S NAME 24.6 Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 66, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) . RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##` - ##.#,Y or ##.#####°) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME 83, STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX 66. FIRM INDEX DATE EFFECTIVE/REVISED DATE 68. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890135 E 4117(95 4111795 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is d'rfferent from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion, Datum Conversion/Comments _ `c Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 27. 9 ft.(m) 75 o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) N t� o d) Attached garage (top of slab) N/A. ft.(m) E o e) Lowest elevation of machinery and/or equipment w cJ� servicing the building (Describe in a Comments area) N/A. ft.(m) E CLQ . o f) Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z o g) Highest adjacent (finished) grade (HAG) N/A, ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. t certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH TRE1 0 ORLANDO FL 32803 SIGNATURE1= )D f. DATE TELEPHONE J.'U P1�)' 10/16/03 (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number LARGO XXXX CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) —in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAassued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ i LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE I SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN. DESCRIPTION: (AS FURNISHED) LOT 66, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA OT 66 CONTAINS 8943 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 625 SO. FT. t TOTAL SOD 6531 SO. FT. t CLYDESDALE CIRCLE TRACT "A" 50' RIGHT-OF-WAY q6 ooS P D' OB so. N6' 3 Nos•ae Is"w�//��P-�-�-- _Cg%5 r\\N 196.07.--- '--` Dif \ \ CENTERLINE OF RIGHT-OF-WAY 1 _26.c�p N14*13'08"W 23.99', LOT 65 PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' DA=21'50'06" R=75.00' L=28.58' CB=N64'51'48"E C=28.41' I1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 66 AS BEING S00'27'02"W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM42683 DRAWN BY: - PLAN 09/25/03 SOO N89'35'18"W 81.51' TRACT "I" LANDSCAPE BUFFER 1"=30' GRAPHIC SCALE 0 15 30 LIJ Q T- 0-00) N (� z Y t` (n N O U O m (n Q r LrJ � O Q 0 (n 0- 0- W Y Q m PLANS REVIEWED CITY OF SANFOR LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY - RIGHT OF WAY LINE POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE Illy -,,X PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT OCONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LANG SURVEYING BUSINESS LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE_ (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RICHT-OF-WAY SO. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. q-1&123 v► r FOR THE 5.1'r \50 •s. 53 PIG \ 1 N \, S 1 I I .v I p f\p\SN \\pN' PR$g F`OOP � y/ 1 II d F,IEv A 1 27.4 00 �. �0' �-- 21.6' I 'I �I u � 4pp ' ww I Pj\otn 22.9' ':P ' V W 000 I 1p I I No N I 1 000 o i" I LOT 66 o (N I DRAINAGE TYPE B (n CO � � I 1 0 Z - ________"________________ ' I ______i ------- I 20' 1 ENVIRONMENTAL CONTROL EASEMENT I1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 66 AS BEING S00'27'02"W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM42683 DRAWN BY: - PLAN 09/25/03 SOO N89'35'18"W 81.51' TRACT "I" LANDSCAPE BUFFER 1"=30' GRAPHIC SCALE 0 15 30 LIJ Q T- 0-00) N (� z Y t` (n N O U O m (n Q r LrJ � O Q 0 (n 0- 0- W Y Q m PLANS REVIEWED CITY OF SANFOR LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY - RIGHT OF WAY LINE POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE Illy -,,X PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT OCONCRETE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LANG SURVEYING BUSINESS LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE_ (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RICHT-OF-WAY SO. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. q-1&123 v► r FOR THE 1. `A ' • FJ= -.� C ON71RO L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number PUCHASERS NAME AND ADDRESS Name— Address. ameAddresslflZ Clty/State/Zlp_alLA�o, 2E 32rS2Z Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount (First payment due on the Install Annivrs eary Date) Any payment deemed. 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System, Name Address City/State/Zip Phone &I /Email 0 NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVZRN 7EE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date Customer or Agent SIgnature Dat-' Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElancot 1. instnll Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3, during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, Inform the Customer of: a, any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and c. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, The Company will extend this Service Commitment following the original twelve month obligation. The Se Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms ands ndtti ns oftricon agreement for er quarter (3mo period) payable on or before the end of the previous monitoring period. After. the fifth year, and each "year, thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to main baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water, . under pier type structure, or as noted In "Special or Additional Comments". The Customer also Agrees taro then f and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto or under', the area(s) baited. At no time will damage caused to an g to notify. Apex of and Insect infestation, be the responsibility of Apex In areas where any of the conditions described d Inthis �Paragra h exi destroying. of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this arn.graph. ' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W P g Ph INCLUDING STATUTORY WARRANTIES, AND SPECIFICALL�SCLSAIMETHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR P ANY .IMPLIED WARItAINTES, OF FURTHER, COMPANY HAS MADE NO AFFI FOSE, OR WARRANTY OF WORKMANLIKE SERVICE, SERVICE PROVIDED HEREUNDER THAT HAS ON OF FACED T OR PROMIAMOUNTEDRELATING TO THE PRODUCT OR . Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding a negligence, torts, personal Injury, death, violation of any statute, rule, or regulation loss � EXPRESS WARRANTY, compensatory, incidental, consequential, exemplary, g gatnst Apex for event shall Apex Incidental, liable for any amount greater that amount paid id the Customer e' of use, diminution of value, economic, P x'Y> punitive, liquidated, treble, or special damages If any kind, and in no. r to Apex for the service to be performed. 0 1 SENSITIVITY/PHYSICAL FACTORS; Customer understands and agrees that (I)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 11 DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS; The Customer understands that: All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 21 On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 31 If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of it different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, And;,(5)retrieve, or advise DowElanco, or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structures) ldentlfled herein as of the date of the initial Installation. Prior to; (1)the Structures) being structurally modified, altered, or otherwise changed or; (2) to any termIticlde being applied on or close to the location of any Station, or; (3) soll Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppfles occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and. effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soll contact,, (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customers evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fot commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all' tht' provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sep, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvldunl'basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties ani no other representations of statements will be binding on the parties, REFUNDS, Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In Its sole discretion, that it is unable to prevent or stop further damage to Propert from subterranean termite activity, Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the idcntlne Property for any purpose contemplated by this Agreement, Including but not limited to re-lnspection, whether t by the Customer or considered necessary by Apex. he inspection was requests LIMITED ASSIGNABILITY. This Agreement IS assignable by Customer for a period of 1 (one) year from its effective date, After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a =transfer fee payable to Apex within (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area 508 S Plumosa St. 7006 Stapolnt Ct. #GTampa/Sarasota Area Merritt Island, FL 32952 Winterpark, FL 32792 $314 Fautkenburg Rd N 407.459-2847 407.858.0540 Tampa, FL 33510 800.929.2847 888.764.2847 813.221.2847 877.459.2847 v CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUZREN.IENTS FOR RESIDENTIAL BUILDING PEPMIT ❑ I, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) ❑ 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: 0 a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar repiacement. q b, Floor plan indicating Interior wall partitions and room identification, room dimensions, door, window, andlor opening sizes, smoko detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls arc to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, fart 5) p C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. , to be used in the structure. Bearing 0 d. Cross sections of all wall sections non-bearing Inter and exterior. Show all components of wall section. ❑ e. Framing plan for floor Joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. ❑ f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ g, Stair details with tread and riser dlmcwlows stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footagev Garages/Carports _, 415 F. Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Farm 600-A-97) C 4. Soil analysis andlor soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 S. Other submittal Documents: C3 it. Utility letter or approval when public water supply andlor sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport B1vd,Sanford, Fl (407) 665.3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA. STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION L Footer 2. Underground, electrical, mechanical and plumbing 3. Foundatlon elevation survey 4. Slab S. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11l Tenant Separation / firewall 12. Insulation, walls andlor ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final . 15. Other DATE SIGNATURE^ (By Owner or Authorized Agent) Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 PAGE DESCRIPTION INDEX MASTER FILE NUMBER I 1 INSTALLATION DETAIL W1 TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION milemasters,xIs DRAWING 0 REPORT IFLEX0022 # SERIES 11000 2- JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 1000 3 'INDEX 4 .INDEX 6 JINSTALLATION DETAIL W1#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL WfTAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 IINSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 11000 11000 11000,1600 & 2000 6 INDEX 7 INSTALLATION DETAIL WM SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY SUCK FIXED FLANGE WINDOW IFLEX0026 ELEX0018, 11000,1600 &.,.200.0 1000 t 2000 .8 INSTALLATION DETAIL W1#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W11 BY SUCK DESIGNER FIXED WINDOW FLEX0035 1000,1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 INDEX 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW :.-MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 JFLEX0021 1000,1750 & 2000 1600,1000 & 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS INDEX:— MASTER FILE NUMBER 6 14 - FIN TRIPLE HORIZONTAL MULLION SECTIONS DESIGN PRESSURE CAPACITIES IFLEX0027 IHMFINTR 1500.1000 & 2000 1000/1600 Is FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES IHMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IHMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLGTW 11600 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE.CAPACITIES, IHMFIN 1000/1600 Is FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1.600 20 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES I1VMFIN 11000/1500 21 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES I1VMFL0 11000 / 1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES INDEX MASTER FILE NUMBER? 23. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMHMFLG 2HMFINTR 11000/1600 12000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTR 12000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 12000 26 FIN TWIN HORIZONTAL MULLION SECTIONS f DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 IFIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 IFLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG. 2000. 116tu14 umfoRID j C M TEST REPORTS Q ALITY wimDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8".X 72" SER, 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X.72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR 0X0 NCTL-210-2089-1 180" X 96 3/4" . -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS ` DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING 3Y OTHERS ONE BY WOOD _ BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - L WOOD BUCK STUCCO _1 BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) VINDOV HEIGHT PERIMETER CAULK BY OTHERS Ip 1-1/4• MIN. GLASS (TYP.) Q EMBED�MEjNT (SEE NOTES) \ (1 CAULK BETVEEN WINDOW FLANGE L WOOD BUCK PERIMETER SHIM AS REO'D. CAULK I/4' MAX. BY OTHERS CSEE NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER WOODBUCK L SECTION B -B MAS'Y. OPENING BY OTHERS BUCK HEIGHT W1 H 1 —7FLANGE TYPE \_ ViNDOv FRAME ONE BY WOOD CZNCRETE OR OPENING TIP TO BUCK BY OTHERS�—MA%D'+RY 3Y OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BUCK W'(DTH LK- 1-1 MIN. [ntCSKNT BY OTHERS TE/ . TIP SHIM A$ D INSTALLATION ANCHOR FLANGE TYPE �1/1' MAX.MA% ' � 3/16' DIA. TAPCON WINDOW FRAME (SEE NOTES) 022 SHOWN (SEE NOTE 9) JAMB C.0 I,J 1,J INSTALLATION ANCHOR 74 X 32 3/6 C.D =.C.D.E 3/16' DIA. TAPCON —\ I;J.K.L D24 74 X 50 5/e SHOWN (SEE NOTE 9) 3 C.O.E 17 Ip 1-1/4• MIN. GLASS (TYP.) Q EMBED�MEjNT (SEE NOTES) \ (1 CAULK BETVEEN WINDOW FLANGE L WOOD BUCK PERIMETER SHIM AS REO'D. CAULK I/4' MAX. BY OTHERS CSEE NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER WOODBUCK L SECTION B -B MAS'Y. OPENING BY OTHERS BUCK HEIGHT W1 H 1 —7FLANGE TYPE \_ ViNDOv FRAME SILL A �J ELS NATION ° VIEWED FROM EXTERIOR ° d SILL STOOL Q 8Y OTHERS o 4 CAULK BETWEEN V1• WINDOW FLANGE PRECAST SILL !�� • � L PRECAST SILL By OTHERS �vCj>`' �• W/V ULKEM 116 ADHESIVE CAULK OR APROvED EDL. �`•` SECTION A -A �'� A �� F 212002 PREPARED 3Y: PRODUCT L 4PPLICATION EIX,IryECRING. TAPCON LOCATION CHART w11N1JLJw w I n. TIP TO A -- A �B C D E F -DOW I I IN JAMB 1 B LK- UP TO TE/ SIZE TIP SILL A �J ELS NATION ° VIEWED FROM EXTERIOR ° d SILL STOOL Q 8Y OTHERS o 4 CAULK BETWEEN V1• WINDOW FLANGE PRECAST SILL !�� • � L PRECAST SILL By OTHERS �vCj>`' �• W/V ULKEM 116 ADHESIVE CAULK OR APROvED EDL. �`•` SECTION A -A �'� A �� F 212002 PREPARED 3Y: PRODUCT L 4PPLICATION EIX,IryECRING. TAPCON LOCATION CHART CALL TIP TO LOCAITONS 1,N 1-ILA0ILOCA.TIONS IN JAMB UP TO 'TQF UP TO SIZE TIP 50 as: sovsF I TO 7 •a: 7 aF 022 74 X 26 C.DI C.0 I,J 1,J 023 74 X 32 3/6 C.D =.C.D.E I,J K.L I;J.K.L D24 74 X 50 5/e C.0 3 C.O.E I,J.K.L 106/1/4 X O .L �.L.<,.E L I,J,K,L 033 1106 I4 X 33 we I B.C,C:E I o.".0 E I LJ.K.L i,J.K.L A 1 I/4 X 0 4, • B.C.L'.E 1 °.? C_^ .F I,J.K,L G M I,J.K:L T22 111 X 6 l.� ........ I.J I,J T23 lit X 32 3/6 B.C.:.E I A.3.C.D,E.F' I,J,K.L I,J.K.L T2- 111 % 50 5/2 B.C.D.£ A _,C,O.E F 1, J.K,L - I,J K L M2 % .�.E ....L.L I„K,L I,J.K,L M3 120 % 32. 3/e B.C.C.E _I. A :.D.E.F I,J.K,I I I,J.K.L MA 120 X SOS a A, B.O.D.£.- A .C.O.E.F G.H.I.J.K.L 1,J N L 6020 72 X 24 .0 I,J LJ 6030 72 X 36 I C.0 3.C.O.- I,J I.J,K,L 6040 7 4 C.D 3.C.O,E I,J,K.L I,J,K,L 8+ X 24 J 7030 B4 X 36 I B.CD.E I 3.C,O.E I,J:K.L I.J.K,L 704E 4 X 4A B'C:E_ 3 r.O.0 - I,J,K,L I,J,K,I 020 96 X 24 .= - • ,E .J,K,L 6030 96 X 36 B.C,C.£ S.C,O.E I•J,K,L I.J.K.L 1,0404s B,C.C.E +.3.C.DE.F I,JAIL 9020 108 X 24 .0 .l. ._ I,J I,J.K.L . 9030 106 % 36 B.C.D.E I C. I,J.K,I I,J,K,L a 1 a• B.0 G.E A.3 A.9,CO3E.F I J K K 1 0020 120 X 2a �. _..�.: I.J I.J.K.L 10030 120 % 36 B.C.C.E 4,�,C.O. F I,J,K,L I,J,K,I 10040 120 X 46 B.CC's. A.3.C,O.E.F I•J,K.L LJ.K,I NOT_5. , 1) SHIM AS REO'D. AT EACH INSTA_LATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4_ . - 2) WINDOW FRAME MATERIA,: ALUM:NUM A:LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE Of SUFFICIENT LTH. TO ACHIEVE MIN. EMSEONENT'OF 1-1/a' INTO MASONRY OR CONCRETE. 4) USE SILICON12ED ACRr_IC CAULK BEHIND WINDOW F;ANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. H 5) USE SILICONIZED ACRYL:C CAULK FOR PERIMETER SEAL AROUND EXTERIOR --I OF WINDOW FLANGE. ' 6) IF. EXACT WINDOW SIZE K NOT LISTED IN ANCHOR CHART, USE ANCHOR ' OUANTtTY.LISTED WITH NEXT LARGER SIZE.. FOR THE APPROPMATE DESIGN PRESSURE REOA. J B .7) GLASS THICKNESS MAY vARY PER THE REOUIREMEH S OF ASTM E1300 GLASS CHARTS. '6) LETTER CESIGNATIOhS ON THE TAPCON LOCATION CART INOICAT_ WHERE TAPCON ANCHORS ARE TO EE INSTAL- -_D WHEN USING THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIEDHOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W, _._I j2 S"REWS OF SUFFICIV, LTM. TO PROv10E MIN. S/S IN. EMBEDMENT INTO W000 BUCK. 10) APPLICATION OF VULKEV 116 A-ESIV£CAULK AT —'AME SILL MUST COMPLY WITH SEALAN' MANu=ACTuPER'S RECOMMENDATIONS. 11) WHERE WINDOW IS INS'ALLED IN MASCNRY OPENING WITH A $iPUCTUAL TWO BY BUCK. USE j'0 SC= -NS OF SUFFICIENT NGTM TO ACHIEvE 1-3/8MIN. EMBEOmE.T AT a_L INS'ALLADON FAE'ENE.R LOCATIONS. IDWG.: =LIDWG.: Ea00222 52746 PNONC 407 805-0365 Fat 407, .BCS -0 iib SHEATHING CAULK BCT WEEN By OTHERS WINDOW FIR IL SHEATHNG INSTALLATION ANCHOR RB SCREW °TUM OR SIDING BY OTHERS _� PERIMETER CAULK BY OTHERS GLAZING (tTPJ (SEE NOTE 7) 1 I• MIN. TWO BY WOOD �EMBEDM£NTj` By OTHERS —WINDOW WIDTH 1/4• MAX. SH!M SPACE CAULK BETWEEN TWO BY WOOD WINDOW FIN BY OTHERS SHEATHING SHIN AS REO'D. (SEE NOTES) Iia• MAX. ry, I SHIM SPACE I• MIX. Ilil En?EDMErt SHIM AS REO'D. (SEE NOTES) II I I I F WINDOW WIDTH I i FIN TYPE 2e• O.C. WINDOW FRAME MAX. HEADER �I (TYP.) A / J WINDOW HEIGHT / / r— vtNDOv / HEIGni "E3. GLAZING (TYP.) PERIMETER (SEE NOTE 7) CAULK EQUALLY br GTHERS SHEATHING SPACE Br OTHERS ANCHORS FIN TYPE vtNDOW STUCCO GR (TIP.) FRAME JAn3 SIDING BY JANON OTHERS ANCHOR 43 SCREW B ' sEc�ION e -B 24 TY A ��5(TYPJ • MAx,J FIN TYPE MAX. (TYPJ WINDOW FRAME SILL 6' MAX. (T II _ ELEVATION \nEWED FROM xTERIOR MARBLE SILL STOOL BY OTHERS ,L ..;Z gi.14 '. tJ. A No T7S PERIMETER ),/f `" 1) SHIM AS REO'O. ADJACENT TO. EACH INSTALLATION ANCHCP. MAX. ALLOWABLE SHIM STACK TO CAULK li" T.Tpp 7�—L ,,eL ,�(••++�I�7TT-�^ iY �.e IT pp f.CT�' a BE 1/4-. Or OTHERS. 'i flJ.. t):C CJ.:�r.A t$A,r t , 2) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063. !-SRI D.4 E UDc'R 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1' — — � .INTO WOOD FRAME MEMBER. . a. JC , • jy a) USE SIuCONIZEO ACRYLIC CAULK BEHINO W:NDOw FIN AT HEAD. SILL & JAMBS. �— i<SHIM M "`�A � •"�- 7t ____ 5) USE SILK:ONIZEO ACRYLIC CAULK FOR PER:vETER SEAL AzOUNO EXTERIOR OF WINDOW FRAME. �l• -•r- INSTALLATION � 6) G1A55 THICKNESS MAY VARY PER THE RECJIREMENTi CC ASTM E1300 GLASS CHARTS.. ANCHOR AB SCREW $PACE MAX. 7)_INSTALL INSTALLATION FASTENERS AT 6• MAX. FROM COPNERS AND MAX. 24• O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. Yr:H ANCHOR S?ACING AS STATED. IS 70.0 PS, FOR STUCCO OR ALL AVAILABLE SIZES UP TO 73- x 71' MAX. SI BY OTHERS I) SHIM AS REO'D. (SEE NOTES) CAULK BETWEEN WINDOW FIN - -�! I'M N. REV DESCRIPTION DATE INI INTERNATIONAL, iSHEA1ntNG SHEATHING EMBEDMENT TWO HERS °° FLORIDA EXTRUDERS SANFORD, FLO TITLE: INS DETAIL TAIL W/=8 SCREWS SECTION A—A Wr107 Cl TnT1.1% C'Tf.I iJTNInnu _ CCDICC 1 ■ 212002 I IDATE: IG/ 1 //UI ISCAMN. I. S.IDWG:: FLEX0028 BT! PRODUCT t APPLICATION ENGINE£RIMG. INC.: 250 INTERNATIONAL PKVT.. SUITE 250. HEA:..-P.Dv. FLZR'DA 3274A PHONE 4:7 905-0765 FAX 407 905.0366 I' MIN. SHEATHING iEMSEDME ' CAULK BETWEEN BY OTHERS WINDOW FIN SHEATHING INSTALLATION ANCHOR IS SCREWIL STUCCO OR .SIDING BY OTHERS TWO BY WOOD BY OTHERS I/4' MAX. SHIM SPACE 1 PERIMETER IIS CAULK U SHIN AS REO'D. 1 BY OTHERS FIN TYPE (SEE NOTES) VINDGV FRAME MEADER GLAZING (TYP.) (SEE NOTE 7) WINDOW HEIGHT FIN TYPE WINDOW FRAME. SILL MARBLE SILL STOOL BY OTHERS PERIMETER CAULK WINDOW VIDTH — O ByH WOOD BY BY OTHERS SHIM AS (SEE NOTES) 1/4' MAX. CAULK BETWEEN SHIM SPACE WINDOW FIN t SHEATHING 1' MIN. EMBEDMENT i GLAZING (TYP:) —' (SEE NOTE i) SHEATHING WINDOW WIDTH BY OTHERS FIN TYPE VINDCN PER'METER —� 24yA O_/ CAL I V .C. r_ FRAME JAMB BY OTHERS INSTALLATION eE WINDOW HEIGHT SECTION A—A STUCCO OR SIDING BY OTHERS —I BY OTHERS EQUALLY SPACE 1/4' MAX. SHIM SPACE ANCHORS (TYP.) I —1 N1) S. INSTALLATION t) SHIN AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. II MAx ALLOWABLE SHIM STACK TO BE 1/4'. ANCHOR IIB SCREW SHIM AS REO'D. STUCCO OR (SEE NOTES) SIDING BY II OTHERS CAULK BETWEEN WINDOW FIN $NEATHING 1'MiN L SHEATHING S EMBEDMENT TWO BY WOOD OTHERS BY OTHERS SECTION A—A STUCCO OR SIDING BY OTHERS —I SECTION B—B EQUALLY SPACE ANCHORS (TYP.) N1) S. t) SHIN AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAx ALLOWABLE SHIM STACK TO BE 1/4'. 24' O.C. (T YP•) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6065. MAX. (TYPA - 5) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 6' MAX.(TYP.) ACHIEVE MIN. EMBEDMENT OF 1- INTO WOOD FRAME MEMBER. 4) USE S41CONQED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. `,. t - SILL k JAMBS. LE V ATIO N =) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND VIEWED FROM XT RIDft EXTERIOR OF WINDOW FRAME. E 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. J^+r„ TM' r�. •""'. A i i� X " 7) INSTALL INSTAw'NON FATENERS AT 6' MAX. FROM CORNERS ay =' . - •Ku �� ' ( � yr s AND MAX. 24 O.C. DESIGN PRESSURE. CAPACITY OF ('+ INSTALLATIONS Wllri ANCr!OR SPACING AS STATED. IS 70.0 PST `41'J « iX 'L.:� �•, T: E FOR ALL AVAILABLE SIZES UP TO 1 19" X' 49 5/8- MAX. r�oR�_FXrRu17�RS REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS SANFORD. FLORIDA TITLE: INSTALLATION DETAT"L W/ sib SCREWS HORT SLIDING' FIN WINDOW XOx CONFIGURATION— SERIES 1000 DFAWN BY:BB APPROVED BY: S;I�t DATE:12/17/Ol SCALE: N. T. S. DWG.: FLEX0029 PREPARED EYi PRODUCT t APP;ICATION ENGINEERING. INC.. 250 INTERNATIONAL PKVT„ SITE 250. HEATwROW. %CRIDA 32746 PHONE 407 005-0765 FAX 407 2:5-0756 s CONCRETE OR CAULK BETWEEN WOOD ONE By WOOD CONCRETE OR MA$DNRT OPENING BUCK L MAS'Y. DeFryING INSTALLATION ANCHOR BUCK BY OTHERS MASONRY OPENING BY OTHERS 3Y OTHERS 3/I5 DIP. TAPCON Hr OTHERS CALL TIP TO B V I-Ir4' MIK ONE BY WOOD BUCK BY OTHERS l CAULK BETWEEN E WINDOW FLANGE �a L WOOD BLICK 1/4' SHIM SPACE MAX. hhh 000 STUCCO - p11 II By OTHERS �I $M(M AS REG PERIMETER (SEE NOTES) CAULK V.H. BY OTHERS (WINDOW - FLANGE TYPE HEIGHT) WINDOW FRAME HEADER GLASS (TYP.) (SCE NOTES) RIGID VINYL GLAZING BE) (TTP.) I PERIMETER FLANGE TYPI CAULK WINDOW FRA By pTHERS � � � SILL e CAULK BETWEEN a d WINDOW FLANGE L PRECAST SILL ADHESI EKEM CAULK PR BY CAOTHERS SECTION. A - A OR APROVED EOL. 0 A�J ELEVATION VIEWED FROM EX T ER (SUCK WIDTH) ; EM,E,MENT SIZE TIP TE 1/4• SHIM _�. to /4' MIN. FLANGE TYPE SPACE MAX. I 1H2 26 1/2 % 26 C iEDMENT WINDOW FRAME SHIM AS REO'D. I IH3 26 1/2 x 38 3/6 C JAMB (SEE NOTES) I iM4 26 1/2 x 5 5/e C iM45 26 t/. x S66 t/a C kk INSTALLATION ANCHOR tM5 26.1/2 X 63 C 3/16' DIA. TAPCON iH6 17 V x )2 C p 22 A z 1. 23 37x36 3/6 � BE RIGID VIN% 24 37 x 50 5/8 GLAZING B 45 37 x 56 1/4 C 25 37 x 63 C GLASS (TTP.) 26 37 X 72 C (SEE NOTES)_ I/6 x o p 33 53', x 38 3/8 C j 34 53 1/3 x 50 5/6 C I\ 3+5 53 t/S x SS t/a C 35 `3 I/d x 63 C 36 53 1/5 x 72 C 022 14XL B.H. CAULK BETWEEN 023 74 x 38 3/8 B.0 ,BUCK WINDOW FLANGE 024 74 X 50 5/6 8.0 SUCK) L WOOD BUCK o 0245 74 x 56 1/a S.0 025 74 X 63 B c PERIMETER 16 74 X 72 B.0 CAULK STUCCO I 2OM2CM 24x24 BY OTHERS BY OTHERS .204(30M 24 X 36 C 20M<OM 24 X 48, C V.V. 20M46M 24 X 54 C (WINDOW WIDTH) CAULK BETWEEN 20M50M 24 x 60 C Q - pp WOOD SUCK L � w M 4 X 7 C B SECTION NAVY. OPENING 30M20L( 36 X 24 NOTES: BY OTHERS 3om30M 36 X 36 C 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. A;LOWABLE 3OM40M 36 X 48 C SHIM STACK TO BE 1/4 . 30M46N 38 X 54 C 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 30M6OM 36 X 60 C 30M60M .36 X 72 C 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4OW30M 48 X 36 C 41 USE SILICONIZED ACRYLIC CAULK BEHIND WINDOw FLANGE AT HEAD & 40M40M 48 X 48 C TO W.W. A- A B C D E. .H. riB I . r Ino ; A�J ELEVATION VIEWED FROM EX T ER (SUCK WIDTH) ; EM,E,MENT SIZE TIP TE 1/4• SHIM _�. to /4' MIN. FLANGE TYPE SPACE MAX. I 1H2 26 1/2 % 26 C iEDMENT WINDOW FRAME SHIM AS REO'D. I IH3 26 1/2 x 38 3/6 C JAMB (SEE NOTES) I iM4 26 1/2 x 5 5/e C iM45 26 t/. x S66 t/a C kk INSTALLATION ANCHOR tM5 26.1/2 X 63 C 3/16' DIA. TAPCON iH6 17 V x )2 C p 22 A z 1. 23 37x36 3/6 � BE RIGID VIN% 24 37 x 50 5/8 GLAZING B 45 37 x 56 1/4 C 25 37 x 63 C GLASS (TTP.) 26 37 X 72 C (SEE NOTES)_ I/6 x o p 33 53', x 38 3/8 C j 34 53 1/3 x 50 5/6 C I\ 3+5 53 t/S x SS t/a C 35 `3 I/d x 63 C 36 53 1/5 x 72 C 022 14XL B.H. CAULK BETWEEN 023 74 x 38 3/8 B.0 ,BUCK WINDOW FLANGE 024 74 X 50 5/6 8.0 SUCK) L WOOD BUCK o 0245 74 x 56 1/a S.0 025 74 X 63 B c PERIMETER 16 74 X 72 B.0 CAULK STUCCO I 2OM2CM 24x24 BY OTHERS BY OTHERS .204(30M 24 X 36 C 20M<OM 24 X 48, C V.V. 20M46M 24 X 54 C (WINDOW WIDTH) CAULK BETWEEN 20M50M 24 x 60 C Q - pp WOOD SUCK L � w M 4 X 7 C B SECTION NAVY. OPENING 30M20L( 36 X 24 NOTES: BY OTHERS 3om30M 36 X 36 C 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. A;LOWABLE 3OM40M 36 X 48 C SHIM STACK TO BE 1/4 . 30M46N 38 X 54 C 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 30M6OM 36 X 60 C 30M60M .36 X 72 C 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4OW30M 48 X 36 C 41 USE SILICONIZED ACRYLIC CAULK BEHIND WINDOw FLANGE AT HEAD & 40M40M 48 X 48 C TO I 10 TO TO I TO r Ino ; SA 1 C C G.H G,M G M C C G.H G.H G.H C C G,M G.H cMI.J C C C.H G M G M,I,JI C C GM GM.I.J G.m.0 C C G.H G,HI.J G 4.0 CG.H I G.H G.H G.M,I,J G,H.I,J G,N I.J G. M C C G.H GM G.H C C G,H G.MI.I G.H,I.J C C G.H G.H,LI G.,.;.J C C G.H GM I,J G.H.I,J C C G.H I,J C.N I,J E.FG.H,I.J INTERNAAICNAL PKWY... SJ!TE 250, NEAT -;:)w. FLCRiDA 22746 P40NE 4:7 605.0355 FAX 407 805.0)65 B,C B G,H G M GM,I,J B.0 B c G.H GMI.J GM.I.J 8,C =.0 G.H•I.J G,H,I,J E.i „n,.41.J B.0 2.0 G.MI,J G.M.I.J E.F,G,H,I.J e.0 E.0 G M,I,J EF.GM.I.J EF C.M,I,J C.l. 8.0 A.S.C,O G.H G.nJ,J GMI.J B.0 A =.C,D C.rI!,J G.MJ.J -E F,GMLJ 8.0 A.=.C.D G.H.I.J E.F.G.H.LJ EF.OM.I.J S.0 A,=.C.D C.H,LJ E.F.GMI.J E.Fo,4d.r E.0 A.=.C.D G.HI.J EF.G.n u E.F .m.u- C I C C,H C.n C. + C C G.H C.H C.H C C G.H I C.H C.H.0 C C G.H C.H G M,I.J I C C G,n G.HI.J G.H I J MM C.4 C C G.H G.H C,H C C G.H G MI,J G M I,J C C G.H G,H,I.J - C•H,I.J C C C.H GMJ,J- C.m.w C C G.H.I.J G.H,I,J E.FG.M I.J C9 ,C G,H G.H 4.n G.M,I,J C e.0 G.H G,MI.J G.MI,J 112 JAMES. SILL MUST BE ATTACHED TO THE SUBSTRATE wITH VULKEM 116 ADHESIE CAULK OR APPROVED EOUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT URGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE P,EOUIREMENiS OF ASTM E1300 CUSS CHART'S., 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH d8 SCREWS OF SUFFICIENT LTH. TO PRWOE AOU46M 40MSOM 40M60M 48 X 54 48 x 60 48 X 72 C C C C C C B.0 9.0 B.0 G,H G,H.I,J G.nI.J G,M,LJ C,nI.J E.F G.H.I,J G,H,I,J E.FG.H,LJ F G H I 4 M M 46u}OM �46M46M a6M46M 46M50M 46M6 M 3 X 24 54 X 3dC 54 x 4B 34 X 54 54 X 60 54 'X 7 C C C C Ca.l B.0 B,C B.0 B,C. B C 3.0 B.0 .0 B,C =.0 H G;H GM G,H,I,J G•H,t.J SIJ. M G.H G,H,LJ G.n,I,J GMI,J FG MI G.H G.H.I,J G,M,LJ E.F,C,n,I,J E.F,G.H.LJ F H Ij SOM20M 50M30M 5OM40M SOM46M 5OM50M SOM6OM X 4 60 X 36 60 X 48 6C X 54 60 x 60 60 x 72 C C C C C B,C B.0 S.0 B.0 B.0 B.0 o. 9.0 B.0 .0 E.0 =.0 G.H G.H GM G,M,I,J G.HI.J G.NI,J . G.H O,n C.H.I.J GM,I.J G.H,I,J E F,G.MI.J Gm G.H,I.J G.HI,J E.F.GM.I,J E.F,G.M,LJ { F.G.M.I.J F MIN. 5/8 -IN. EMBEDMENT INTO WOOD BUCK. IC) APPLICATION OF WLKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENDAT'ONS. 11) ONE ADDITIONAL FIELD DP.ILLED & INSTALLED ANCHOR IS REO -0. IN EACH JAMB ON THE FOLLOWING SIZES: -D25 (73 r 62). 026 (73 X. 71). '56M60M' (65 X 71), h-50M60M (71 .x71). PUCE6OM20Mo._ ANCHOR BETWEEN ANCHORS C AND I* AND BETWEEN ANCHORS "H AND J" OVER 55 PS, ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL Two BY WOOD BUCK, USE / 10 SCREWS OF SUFFICIENT LENGTH TO - ACH1EvE 1-3/8' MIN. EM SEGMENT AT AL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE III ADD A i10 SCREW ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. GENi R-uT MANMACTUng 56M30M 56MAOM S6M46M 55M5OM s6tJ60M 66 X 36 66 X 48 66 X 54 66 X 60 66 X 72 a C B B.0 E.0 B C S.0 e.0 'S.0 S.0 B,C A.B.C.1, A.=.C,D A,B,C.0 A.B.C,C A.=,C.0 G.H G.H G.M,I,J G,H.I,J G,N I.J G.M G.H,LJ GM.I,J E.F.C.m.0 E,F,G.H,I.J G.H I,J G.HI.J E.F.G.M,I.J E.F,GM.LJ 6OM30M 6OU40M EOU46V 6OM5DM 6DM6 M 72 X 36 72 X 48 72 % 54 72 X 60 72 x 72 e.c B.0 E.0 E.0 ° C B � B. " S. 8 .r S.0 A.=.0 = A',C.D A,=,C.: A.=.C.O A,=.C.O G.H G.H G.H.I,J G.n,I.J C.H,1.J 1 G.H GM.LJ GM I,J E.F.GM.IJ E.F,G n LJ G MI,J G Y LJ E.F,GM.I,J E.F,GM,I.J E F G n) J' mADDI I IONAL ANCHORS REuAD. SEE NOTE 11 H T B INTERNATIONAL, INC FLORIDA EXTRL DERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPCONS NALM `ST,H je.e� .D4,� LL lo- HORZ. SLIDIN` FLA.NG=WINDOW — SEPTES 1000 DRAWN BY, BB I APPROVED EM DATE: 10/23/01ISCALE:NTS DWG.: FLEX0020 PPCPARED BY. PRODV_T L APPLICATION ENGINCEK.N6. INC.. 2SC INTERNAAICNAL PKWY... SJ!TE 250, NEAT -;:)w. FLCRiDA 22746 P40NE 4:7 605.0355 FAX 407 805.0)65 112 ONE B1 WOOD BUCK BY OTHERS CAULK BETWEEN VINDOV FLANGE - 6 WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TTP.) CAULK BETWEEN CONCRETE OP WOOD BUCK t MASONRY OPENING MAS•Y. OPENING By0!P.S BY OTHERS G 1-1/4' MIN. A EMBEDMENT I IN$ ALLATION ANCHOR 3/I.6' DIA. TAPCON SHIN AS REO'D. 1/4' MAX, (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.3 (SEE NOTES) B.V. y, 1-I/4' MIN. (BUCK WIDTH) EMBEDMENT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON p BUCK BY OTHERS Vucco r By OTHERS SHIM ASS REO'D M . I 1/4' AX. GLAZIN GVBEAD (SINYL EE NOTES) (TYP.)� -GLASS—�UII o (TYP.)(SEE NOTES) V FLANGE TYPE WINDOW FRAME JAMS CAULK BETWEEN WINDOW FLANGE I v i WOOD BUCK PERIMETER CAULK BY OTHERS W.V. (VINDOV WIDTH) 1 ---... B.H. (BUCK CAULK BETWEEN LOCATIONS IN HEAD HEIGHT) WOOD BUCK t SIZE CAULK BETWEEN WINDOW 41asF TO 70PSF MAS'Y. OPENINC Alas: TO 70,SF FLANGE 6 PRECAST SILL t8 1/8 X 25 BY OTHERS 8 W/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EOL. F.0 SECTION B—B 1e 1/S x,37 3/8 PERIMETER CAULK FLANGE TYPE WINDOW FRAME SILL F.0 CONCRETE OR MASONRY OPENING BY OTHERS _ 14 BY OTHERS 8 B F,G F.0 145 16 1/8 x SS 1/4 B 8 9 Q v PRECAST SILL~ F.C' W.W. BY OTHERS I �4 NOTr5: SECTION A -A A C �• C, 1) SHIM AS REO -D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. D I E J) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE 17 1e 1 x 83 A MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. FLANGE AT HEAD :4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLA FG F.G.J.K (-•� k JAMBS. SILL MUST BE ATTACHED TO THE SUSSTRA E WITH J B K [3 O J VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. .c -M3 25 1/2 x 37 3/8 �J f 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F.G G 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE 25 1/2 x 49 S/e8 8 ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREmENTS OF ASTM F.C,HJ 1H45 25 1/2 X 55 t/4 E1300 CLASS CHARTS. B F,G . F,C.MJ 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE INHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE H B IUY�7% EXTERIOR ELEVATION AS A KEY. - F,G.HJ THIS 25 1/2 x 71 - 9) ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TA. -CON .- ANCHOR SHOULD BE 'FILLED WITH IS SCREWS OF SUFFICIENT LTM. /1 A TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS 25 '/2X 83. PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. ELEVATION F.C,J.K 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A 30 1/2 . 26 .UFICN TWO SEEGBY OAiL` TCHEVE 1-3/8-MDEMBcDMENT AT VIEWED FROM EXTERIOR ;. ' + ALL INSTALLATION FASTENER LOCATIONS. •. A, PREPARED B': PRODVCT 8. APPUFAT) TAPCON LOCATION CHART CALL -T-8 U (C K LOCATIONS IN HEAD LOCATIONS IN JAMS SIZE SIZE 30,5: TO 4OP5F 41asF TO 70PSF 3GP5F TO 40.1E Alas: TO 70,SF 12 t8 1/8 X 25 8 8 F.0 F.0 13 1e 1/S x,37 3/8 B B F.0 F.0 _ 14 16 1/5 x 49 5/8 8 B F,G F.0 145 16 1/8 x SS 1/4 B 8 F,G F.C' 15 18 1/S X 62 B B F,G F,G 16 18 1/6 X 71 B B F,G F,G.M., 17 1e 1 x 83 A FG F.G.J.K 25 1/2 X 25 B 8 .c -M3 25 1/2 x 37 3/8 —IH2 8 B F.G F.0 IM4 25 1/2 x 49 S/e8 8 F.G F.C,HJ 1H45 25 1/2 X 55 t/4 B B F,G . F,C.MJ IHS 25 1/2 x 62 B 8 F,G - F,G.HJ THIS 25 1/2 x 71 B B F,C F,CJU 1H7 25 '/2X 83. 8 8 F.C,J.K F.GJR 30 1/2 . 26 29 1/2 x 25 B •. 30 1/2 A 38 3/8 29 1/2 x 37 3/8 B 8 F,G F.0 30 1/2 , 50 5/8 29 1/2 x 49 5/8 8 - B F.0 F,G.HJ 30 1/2 . 56 1/4 29 1/2 X 55 1/4 8 B F.G F,C,M,1 30 I/2 . 63 29 1/2 x 62 8 6 F,G F,G.MJ 30 1/2 . 72 29 1/2 x 71. B B F.G.H,1 F.G,M,I 30l 2. 64 29 1/2 X 83 B B F,G.J.K F,C.J.K 36 x 25 a •� 23 . 36 + 37.3/8 B 8 F,G F,G 24 35 x 49 5/e B B F,0 - F,GNJ 245 36 ■ 55 1/. 8 B F.0 F.0.h.1 25 36 x62 8 8 P,GNJ F.G.HJ 26 36 X 71 B fi F,G,H,I 0.E.F,G `J 7 - 36 X 83 8 8 F.C,J,K F.G.M,1.J.K 4 x 26 41 X 25 B B F,G F,CNJ 42 . 36 3/6 41 x 37 3/8 8 8 F,G F,G.HJ 42 . 50 5/6 4: X 49 5/8 1/4 8 B F,G,HJ F,G.HJ 42 . 56 1/4 42 , 63 41 X SS 41x 62 B 8 F,C,H,I D.E.F,GJ•J 42 + 72 41 X 71 B 6 F,G,M.I O.E.F,G,H,I l • dl 41 X 83 - F G,J.K F.G,NJ,J.K 48 . 26 47 X 25 8 A,C 48 . 38 3/8 �7 X 37 3/6 8 AC F.0 F,G F,G.HJ i.0 1, .e . 50 5/8 7 x !9 s/e - SS 8 B A.0 A.0 F,G.MJ F.G,M.,1 4E 56 1/4 48 + 6347 q X 7/4 x 62 8 A.0 F,G,H,I D.E.F,G.oJ 48 . 72 47 x 71. B A.0 F.G.HJ D,EF,O sj .a. 84 47 X BJ P A FnFF M� K 32 52 1/8 X 25 B A.0 F,G F.G 33 52 1/6 x 37 3/e B A,C F,C F,C.HJ 34 52 1/6 x 49 S/8 '8 A.0 F,G.M,I F,G.HJ 345 52 1/8 X 55 1/4 8 A.0 F.C.HJ D.E.F.G.HJ 35 52 1/6 X 62 8 A.0 F,C.HJ O,E.F.C,M,I 36 52 1/8 x 71 8 JLC F,C.M,I O.E.F,G.H.1 . 37 52 1/8 X 83 8 A,G F,G.J,K D.E.F,G.J.K.JK • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 e 2000 DRAWN BY.: BB APPROVED BY: 11- DATE: 10/09/01 SCALE: NTS DWG.: FLEX0016 v ENGWEERRIG. INC., 250 INTERKATK)M% PKY., SUITE 250. HEATHROW, FLORIDA 32746 PHONE 407 $05-0365 FAX 401 SCS -0366 i CAULK BETWEEN _ SHEATHING WINDOW FIN i BY OTHERS .SHEATHING INSTALLATION ANCHOR IIB VCOD SCREW I II STUCCO BY pTHERS ' WINDOW HEIGHT PERIMETER CAULK 9r pTHERS GLAZING (TYPJ (SEE NOTES) PERIMETER CAULK BY OTHERS EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. / (SEE NOTES) 1/4• MAX. J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (T YP.) (SEE NOTES) FIN TYPE WINDOW FRAME 11VA.RBLE SILL STOOL BY OTHERS INSTALLA?IDN ANCHOR I TWO BY WOOD w8 WOO SCREW BY OTHERS STUCCO BY OTmERS CAULK -BETWEEN . WINDOW FIN SHEATHING _ L SHEATHING BY OTHERS I* MIN. EMBEDMENT SECTION A -A • r-- WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS REO'D. TWO BY WOOD (SEE NATES) STUD BY OTHERS AME +` - I(_ I M IN - NT GLAZING (7YP.) ti (SEE NOTES)- ., �_V INDOv V.DTH A 761 2P O.C. MAX. (TYPJ EOUALLY SPACE WINDOW ANCHORS (TYR.) HEIGHT A1(6 - MAX MAX. (TYPJ ELEVATION vIEwED FROM ExTER10R �. SHEATHING BY OTHERS FIN TYPE CAULK BETVEEN WINDOW FRAME WINDCV FIN - L SHEATHING JAMB . PERIMETER INSTALLATION ANCHOR CAULK 08 WOOD SCREW BY OTHERS STUCCO BY GTH.ERS SECTION B -B N07E5• .. -. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. . 2)WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063: 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMB"LDM'ANT.OF 1 -'INTO WOOD BUCK. 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMES. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED 1N ANCH.OR. CHART. USE ANCHOR O"NTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER.THE REOUIREMENTS OF ASTM E1300 GLASS CHAn S. - 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG' IS SHOWN. THIS PRINT ALSO APPLIES TO THEFLORIDAETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. " I I I IDATE:12/13/01 ;SCALE: N. T. S. IDWG.:FLEx0026 SHT i GF 21 PREPARED B•PRODUCT t APPLICAIICN ENGINEERING. INC. 250 INTERMATIDNAL PKVT.. SUITE 250, w. sc.RC �, YLDRIDA 32',A6 'PHOME 407 805-0365 FAK 467 805-0366 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD SUCK BY OTHERS CAULK BETWEEN vILDWGCDFLANGE B CK II STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) WA WINDOW HEIGHT) PERIMETER CAULK BY OTHERS ral INSTALLATION ANCHOR 3/16' DIA. TAPCON /CAULK BETWEEN WCOD BUCK L MAS'Y. OPENING BY OTHERS GLASS (TYP:). 1-1/4' MIN. (SEE NOTES) C EM.BEDM_NT I � SMIM AS REO'D. 1/4• MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL —+ GLAZING BEAD B.H. IB (BUCKHEIGHT- f� B _ RIDGED VINYL I GLAZING BEAD W.H. FLANGE TYPE WINDOW FRAME B.V. (BUCK WIDTH) SHIM AS REO'D. 1/4• MAX. (SEE NOTES) R;D EDVINYL GLAZING BEAD t-v�• NIN. CONCRETE GR �j CNBE h4Nf MASCNRT GPENING BY OTHERS D INSTALLATION ANCHOR 3/16' DIA. .TAPCON .. v O ONE BY WOOD v BUCK BY OTHERS FLANGE TYPE / v WINDOW FRAME CAULK BETWEEN pERMETER WINDOW FLANGE GA(P_K - 6 WOOD BUCK By pTAUI_K CAULK BETWEEN VOOD BUCK L V W `i MAS'Y. OPENING (WINDOW WIDTH) I BY OTHERS - STUCCO BY OTHERS SECTION e—e NOT c. 1) SHIM AS REO -D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW. FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF J-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE AIIACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESNE CAULK OR APPROVED EQUAL. S) USE SILICONIZEp ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. _ 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DES:CN PRESSURE REO'D. - SS CHARTS. —� 7) CLASS THICKNESS MAY vARY PER THE REQUIREMENTS OF ASTM E1300 SCREWS OF •SUFFICIENT CLA 24• O.C. MAX. (TTP.) B) WHERE SPACING BETWEEN TAPCON ANCHCP.S EXCEEDS 24 IN. O.C., %a . LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6' MAX., (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. - - 10) SEE BACK of THIS SHT.KEM FOR ADHESIVE ANCHOR REQUIREMENTS. 11J APPLICATION OF WLKEM Tib AOHESNE CAULK AT FRAME SILL MUST COMPLY WITH SEA --ANT MANUFACTURER'S RECOMMENCATICNS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS ,OF SUFFICIENT LENGTH TO A'MtEVE 1-3/B' MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE M'J!LED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P,EOUIREMEuTS. A --f-' ELEVATION VIEWED FROM .EXTERIOR INTERNATIONAL. D C n FLORIDA EXTRUDERS . SANFORD,. FLORIDA �>� TITLE`. INSTALLATION DETAIL W/ ONE BY BUCK . FIXED.FLANGE WINDw - SERIES 1000 & 2000 DRAWN BY: 23 APPROVED BY: 2602 DATE:I0i22/01 SCALE: NTS DWG.:FLEX0018 SHEET I OF 2 PREPARED BY:'PRODUCT TECHNOLOGY CORP.. 250 INTLRNATKXaL PKWY, SUITE I50. nEATnRON', fLORIW 33748 PnONE 407 805-0365 fAx A07 8^.: -:DEB 7 a I a CAULK BETVEEN • WINDOW FLANGE i PRECAST SILL - V/VULKEM 116 PRECAST SILL _. 'ADHESIVE CAULK BY OTHERS OR APRW D: EDL, CPT InN A -A INTERNATIONAL. D C n FLORIDA EXTRUDERS . SANFORD,. FLORIDA �>� TITLE`. INSTALLATION DETAIL W/ ONE BY BUCK . FIXED.FLANGE WINDw - SERIES 1000 & 2000 DRAWN BY: 23 APPROVED BY: 2602 DATE:I0i22/01 SCALE: NTS DWG.:FLEX0018 SHEET I OF 2 PREPARED BY:'PRODUCT TECHNOLOGY CORP.. 250 INTLRNATKXaL PKWY, SUITE I50. nEATnRON', fLORIW 33748 PnONE 407 805-0365 fAx A07 8^.: -:DEB 7 SHEATHING -.WINDOW FIN 6 SHEATHING By OTHERS CAULK BETWEEN SHEATHING WIn DOW FIN t SECTION SHEATHING INS TALLATIElN ANCHOR 08 SCREW EXTERIOR FINISH By OTHERS PERIMETER / CAULK BY OTHERS GLAZINE WINDOW (SEE NOTE 6: HEIGHT EXTERIOR PERIMETER CAULK ByOTHERS INSTALLATION ANCHOR 48 WOOD SCREW EXTERIOR FINISH BY OTHERS IT I' MIN. 3COMENT VDOD FRAMING rBY OTHERS CENTRA' FL®'�A B.®.A•F• SHIN AS REO'O. NAME: (sEE NOTES) &AlaTASR 1/4' SHIM SPACE TER FU9- MAS # GLAZING �\ (SEE NOTE 6) CAULK BETWEEN J -MIN. 1 -.WINDOW FIN 6 SHEATHING 1 EMBEDMENT SHEATHING • By OTHERS . SECTION A -A BUCK HEIGHT FIN TYPE WINDOW FRAME —SHIM AS REO'D, 1/4' MAX. (SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE _ WINDOW FRAME A -j ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH I 1/4 MAX, SHIM SPACE WOOD FRAMING By OTHERS _ SHEATHING BY OTHERS INSTALLATION ANCHOR k3 SCREW CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B -B PERIMETER .. EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOTES• 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2). W+NCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REQUIREMENTS' OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN: THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCMOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63" X 95' OR 119" X 37-3/2' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU°E MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. FLORIDA EXTRUDERS 1 s NFORD, F IN(;. TITLE: INSTALLATION DETAIL W/ #8 WOOD SCREW FIXED FIN WINDOW - SERIES 2000 G n s n{1{y! DRAWN BY:3B APPROVED BY: DATE: 1 / 13/02 SCALE: N. T. S. DWG.: FLEX0030 RFPARFO AY, PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. SUITE 250. LAKE MARY, FLORIDA 22746 PHONE 407 605-0365 FAX 407 005-0366 3 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS BY OT,3R FINISH BY OTHER$ 1 PERIMETER CAULK —' BY OTHERS WINDOW FRAME HEAD WINDOW HEIGHT ._. EXTERIOR WINDOW FRAME -� SILL PERIMETER CA :K By OTHERS EXTERIOR FINISH � BY OTHERS CAULK BETVEEN WINDOW FLANGE L VOOD BUCK CAV K BETWEEN WELD BUCK L MASONRY OPENING BY OTHERS 31 CAULK BETWEEN CAULK BETWEEN WOOD BUCK t BUCK t MASONRY OPENING m.;' Y MAS'OFE NTNG BY OTHERS Br OTHERS ONE By WOOD NOTES: BUCK BY OTHERS 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. CR IwSONRY ALLOWABLE Seim STACK TO BE 1/4-. BY OTHERS 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16 OLA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO 3/16' D!A. TAPCON ACHIEVE MIN. EMBEDMENT OF 1-1/3- INTO MASONRY OR CONCRETE. PUCE TAPCON ANCHORS 6 FROM CORNEPS k 24. 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH 18 -� SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. D 4) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY 1-1/4- MIN. EMBEDMENT - SUCK. USE I10 SCREWS OF S;IFFICIENT LENGTH TO'ACHIEVE 1-./8 M,IN. Q EM^c"LDME.NT AT SAME SPACING STAT IN NOTE 3. S) USE SILICONI_ED ACRYLIC CAULK BEH aNO WINDOW F:ANGE AT HEAD. SIU JAMBS. 1/4' MAX. 6) USE SILICONI:EO ACRYLIC CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF .SHIM SPACE WINDOW FLANGE ' ANGEL 7) CUSS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM EUCUSS. CHARTS, SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO ULIFIEO. AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY 8) BUILD DOWN OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. SHIN AS REO'D10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF (SEE NOTES) - THIS PRODUCT TO THESE TWO CCNFIGURATIONS. TrIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. 6( 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR REOLIAEMENTS. GLAZING (TYP. SEE.NOTES) / 4 CONCRETE OR \ MASONP,Y BY OTHERS SECTION A -A INSTALLATION. ANCHOR 3/16• DIA. TAPCON SHIM AS REO'D. (SEE NOTES) T A _—r L 1/4 -MAX. EXTERIOR ELEVATION SHIM SPACE o Aj' )w 1T SHIM AS REO'D (SEE NOTES) WINDOW FRAME ,JAMB GLAZING (TYP. SEE NOTES) 1'I/A' MIN. EMBEDMENT 1/4' MAX. .- SHIM SPACE ONE BY WOOD BUCK BY OTHERS • INSTALLATION ANCHL'P. Q 3/16' Dia TAPCON PERIMETER CAULK -� BY OTHERS EXTERIOR FINISH J BY OTHERS r--- WINDOW WIDTH SECTION R -B WINDOW WIDTH A ' vnNDQA / ' HEIGHT 8 B 1 A EXTERIOR ELEVATION INTERNATIONAL. I N C 4 ,-,,. MIN. . FLORIDA EXTRUDE RS SANFORD, FLORIDA EMBEDMENT S ONE Br WOOD wj4ER TITLE -FLANGE INSTALLATION DETAIL CONCF.c TE HEADER VII BY B_CK BUCK BY DT HERS DESIGNER FIXED WINDOW 1000, 1750, S 20-0 SERIES rte' �} DR4W:v BY: BB APPROVED BY: L ?� U DATE:02/12/02 SCALE NtS DWG.: FLEx0035 ar.a) 4H. �H ttcMnac. Vim. t>, Mf(w.tpy Rv4. L[ t]Y. K�iwT:v, naln. xH'A Ha Y) rHn] r...n r. -ant 1 /0 CAULK BETWEEN BUCK t m.;' Y MAS'OFE NTNG Br OTHERS C CAULK BETVEEN VINDOV FLANGE L WOOD BUCK CONCRETE CR IwSONRY OPENING BY OTHERS SECTION R -B WINDOW WIDTH A ' vnNDQA / ' HEIGHT 8 B 1 A EXTERIOR ELEVATION INTERNATIONAL. I N C 4 ,-,,. MIN. . FLORIDA EXTRUDE RS SANFORD, FLORIDA EMBEDMENT S ONE Br WOOD wj4ER TITLE -FLANGE INSTALLATION DETAIL CONCF.c TE HEADER VII BY B_CK BUCK BY DT HERS DESIGNER FIXED WINDOW 1000, 1750, S 20-0 SERIES rte' �} DR4W:v BY: BB APPROVED BY: L ?� U DATE:02/12/02 SCALE NtS DWG.: FLEx0035 ar.a) 4H. �H ttcMnac. Vim. t>, Mf(w.tpy Rv4. L[ t]Y. K�iwT:v, naln. xH'A Ha Y) rHn] r...n r. -ant 1 /0 INSTALLATION ANC.uCR �J LLL...��_,, ONE BY SUCK 0:0 SCREW I EMBEDMENT BY DINERS BUCK WIDTH I 1/4MAX. SHIN SPACE CAULK BETWEEN vinCCv BUILD DOWN CAULK BETWEEN 3Y OTHERS TVC BY BUCK FLANGE t SHEATHING (ALSO APP,.:ES NOTES, TWO BY FRAMING t.CCNCRETE TO SILL) 1) SHIM AS PEO -O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS BY CTHERS ALLOWABLE SHIN STACK TO BE 1/4', PLYWOOD (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ' BY OTHERS 1-3/8• MIN 3) TAXON INSTALLATION ANCHCRS AT SII; MUST BE OF SUFFICIENT LTH. TO ACkI F SHIM SH. AS P -C D INSTALL Su NCHCR IIII 1 EuBEOufvT MINA EMBEDMENT OF 1-1/{" INTO MASONRY OR CONCRETE. 110 INSTALLATION (SEE NCTES) A ZN A SCREWS AT MEAD k JAMBS MUST BE OF SUFFICENT LENGTH TO ACHIEVE 1-3/8" .:a SERE': MIN, EMBEDMENT INTO WOOD FRAMING AND SUILC DOWN WHERE REQUIRED. EXTERIOR FINISH -- INSTALLATION ANCHORS h SCREWS TO BE PLACED 6 IN, FROM CORNERS & 24 IN. BY OTHERS ' D.C. MAX. WINDOW FRAME CAULK BETWEEN .US- SILICONIiED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & NCO MB$. UAH9 VINW FLANGE 5) USE SILICON12ED ACRYLIC CAULK FOR PERIMETER SEX AROUND EXTERIOR OF �� \ t V=tD BUCK WINOOW FLANGE. GLAZING (TYP. - F— 1/4MAX. 6) CUSS THICKNESS MAY VARY PER TRE REQUIREMENTS OF ASTM E1300 CLASS SEE NOTE:) Q iL SHIM SPACE CHARTS, SINGLE GLAZING IS SHOWN, INSULATING GLASS1$ ALSO QUALIFIED. a 7) BUILD DOWN AROUND CURVED PORTION OF VflNDOW FRAME TO BE ,ENGINEERED BY O -HERS. SUP_O DOWN MUST BE OF SUFFPMN? STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. I 8) FLORIDA EXTRUDERS 1000 SERIES OESGNER WINNOW SHOWN. THIS PRINT ALSO PER'ME7ER CAULK ,s APPUESL TO FLORIDA EXTRUDERS 17$0 SERIES h 2000 SERIES. fONCRCTE DRL By OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMT USE Of HASQNRY SHIM A•\'s. THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK BY CTHE4S SHIN A: (SEE NOTES) CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750, h 20p0 BY OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. . 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINXV WIDTH WINDOW FRAME MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. - HEAD E%TEP.: J, f1N]SH SECTION B—B BY DIHERS IWINDOW HEIGHT EXTERIOR V:NDOW FRAME SILL PEiIMETER CAJLK BY OTHERS Ex'ER:CR —� Fi%1SH 'AY CTHCRS GLAZING (TTP. SEE NOTES) SHIM AS REO'D (SEE NOTES) SUCK MEIGMT ;:A - $HIM S%ACE EXTcRIOR ELEVATION I d CAULK BETWEEN d wmaD FLANGE L ONE iY WOOD BUCK I L1-1/: MxCEWRAL rLOP1 DA B. 0 Il CAULK BETWEEN EMSEDuEN'paWOOD S'.CK t �UY D NAM:MASONP- 'PENIN' \-ONE • aT+' • /nY+' /IL //IL BY WOOD F� 1 3r OTHERS BUCK' BY OTHERS_—��q CONCRE-E MAMR CSC I ION P,—A MR PILE # MASONR' - F' INSTALLATION ANCKP - BY,OTHE:S _ 3i16' DIA. IAPCON vnNL4^w WIDTH A WINDOW HE10Ni a e I A. FXTERIc c E -E VA.TION ' CAULK BEHIND FIN SHEATHING TVO BY BUILD EY O:+LRS DOVN BY OTHERS RB INSTALLATION 'I ISHIM AS REO'➢. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION N ANCHOR WITH LOAD BEARING ANCHOR SCREV CT1PJ - (SEE NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. I 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ' 3) USE SILICON ZED ACRYLIC CAULK. BEHIND WINDOW FN AT HEAD, SILL do JAMBS. �II 1/4. MAX IM SPACE s) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. S) CLASS MAY vaRY PER THE REQUIREMENTS OF ASTM GLASS OuA CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAlffIEO. .SINGLE 6) SCREW ANCHORS AT MEAD. SILL & JAMBS SHOULD BE IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. MIN.,EMSEOMENT INTO WOOD FRAME. PLACE IS EXTERIOR FINISH I SCREW ANCHORS 6- FROM CORNERS AND 24 O.C. MAX.. BY. OTHERS v 7) BUILD DOWN AROUND CURVED PRTION OF wINDOw FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH t0 ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. 4) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN. FRANC HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, & 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING (TTP. . SEE NOTES) VINDOV KIGlit . . EXTERIOR. PERIMETER CAJLK BY OTHERS EXTERIOR FINISH —� BY OTHERS •e INSTALLATION —� ANCHOR SCREV. (TYPJ SHEATHING --�� BY OTHERS . -FIN FRAME SILL SHIM AS REO'D.- (SEE NOTES) / i L 1/(' NAt SHIM SPACE I1IIIEXTERIOR ELEVATION TVG BY FRAMING BY OTHERS CAULK BEHIND FIN r" Y A,KIN. j ��. 4:DNEN1 .. �.I }Lpit+ SECTION a-a�;# r 2 2002 SHIM AS REO'D.- (SEE NOTES) FIN FRAME JAMB — GLAZING (TTP. SEE NOTES) 11 Ii L 1, KU( r -71v CMBEBCNi SHEATHING BY OTHERS EXTERIOR \—CXTE;!1-3R FINISH BY OTHERS -+—vINODV vIDTN —.-; PERIMETER CAULK BY OTHERS SECTION B -B PIKIM SPACC ANCHOR SCRF V (T rP TVO Br FRAMInG Br OTHERS / �-- CAULK BEHIND FIN EXTERIOR ELEVATION FLORIDA EXTRUDERS'SANFORD, FLORIDta TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02 SCALE: NTS DWG.: FLEX0037 rAcrwii r... rRean ttwnac. (o.r tsr u.tte..rw. a.o. v , a(. ,c.erc,. raoaa mw noc rr wf-was ru wr c)•ex: 13 CONCRETE OR SHIM AS RE'0'D INSTALLATION ANCHOR MASONRY OPENING (SFE NOTES) 3/16• DIA. TAPCON: $Y OTHERS 1/d' MAX. SHIM SPAC_ INSTALLATION ANCHOR i 1 1/4' MIN. CONCRETE OR CAULK BETWEENMa SCREW (TYP. WHERE I _ _ 1 EMBEDMENT MASONRY OPENING DOOR FLANGc TAP:ONS ARE NOT REO'D.> I By OTHERS b WOOD BUCK CAULK BETWEEN ONE BY WOOD R WOOD BUCK 6 BUCK BY-OTHERS I 41 ONE BY WOOD INSTALLATION ANCHOR CAULK BETWEEN P£RIMLTL MAS'Y. OPENING BUCK BY OTHERS 3/16• DIA. TAPCON WOOD BUCK L " CAULK BY BY OTHERS . 1 j/4' MIN. MAS'Y. OPENING OTHERS EMBEDMENT 1 BY OTHERS . SLIDING GLASS it 4 .CAULK BETWEEN STUCCO L f� DOOR FRAME �� r r e D By- OTHERS C 11� JAMB -CAULK BETWEEN HOOK G CLASS OOP. HOOK STRIP 6 Q j/4' MAX. "i, G VCOD BUCK 6 HOOK STRIP � \� C - -WOOD BUCK p I SHIM. SPACE I� - MAS'Y. OPENING 6 - I) BY OTHERS j U Ili SHIM AS REO'D. i3 - �`` (SEE NOTES, 1-1/4• MIN. d 1NSTALLATIOu ANCHOR r 3/16' DIA. TAPCON TEMPERED GLASS !- Q CAULK BETVEEN (TYP.) DOOR FLANGE 7 INSTALLATION ANCHOR 6 WOOD BUCK aS SCREW (TYP. WHERE 4- TAPCONS ARE NOT REO'D�) i SLIDING GLASS PERIMETER ` ONE BY WOOD DOOR FRAME a BUCK BY OTHERS . HEAD STUCCO CA AOTHERS CONCRETE OP. MASONRY OPENING - BY OTHERS BY OTHERS �-- S.G.D. vIDTH - - - ' UCO AA �6 TEMPERED - - - B.O.A�, .TEMPERED GLASS _ GLASS (TYP.) _ SECTION b A(01PURER- imm. : (TYP_. 1 SLIDING GLASS DOOR DOOR (� r- n k r . �!V P ►� INTERLOCK HEIGHT MASTER FlU # - �.. � HOOK STRIP DETAIL .: 1) DOOR MATERIAL. ALUMINUM ALLOY 6063. - 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF AlFICICNT LENGTH TO ACHIEVE MIN. EMBEDME ALNT OF 1-1/4' INTO MASONRY OR CONCRETC. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME -MEMBERS _ - 41 -IAPCON ANCmGR.CHART ON HACK OF THIS SHEET. - - S)USE SILICONIZED ACRYLIC: CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. - " 6) USC SILCONIZED' ACRYLIC CAULK FOR PER:HCTER SEti AROUND EXTERIOR OF.DCOR .. / 7) IF EXACT DOOR SIZE IS NOT LIS IED IN ANCHOR CHART, USE ANCHOR OUANTITY,LISTED V:TM NEXT . LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 8) FOR POCKET DOOR SIZES USE CLOSEST B':A$S DOOR SIZE L COKIGURATION TO FINISHED OPENING PLACE TAPCOMS. IN FRONT OF HOOK STRIP AS SHOVM. 9) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM. C1300 GLASS CHARTS. SLIDING GLASS I i / 10) ALL FACTORY APPLIED HO-ES NOT DESIGNATED FOR TAPCON ANCHOR SHGLLD BE FILLED V11H 08 SCRIVS ,loop OF SUFFICIENT LENGTH 10 PROVIDE MIN. 5/8• EMBEDMENT INTO WOOD B•JCK. FRAME - 3 B IU DOOR UNIT 12 APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. - SILL I I2) JAMB i SILL. CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. - ° Ii) SHIM AS REO'D. Al -EA. 'ET OF-INSTALLATION ANCHORS. MAX. ALLOVABL: SHIM STACK TO BE 1/1'._ 14) ALL INSTALLATION ANEHORS MUST BE MA:r OF CORROSION RESISTANT MATERIALS. IS) -WHERE 'x• PCPRfSEnTS MOVING PANEL AND •0' REPRESENTS FIXED PANEL APPROVED ( \ II A is COT ALLA CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART SHO Ort BACKS. THIS I SHE>T.' L 111�sllnn t6) n0t ALRATIONIGURATIONS LiSTfD ABOVE ARE SHOWN ON THIS.DRAWING. Y.DV[VER INSTALLATION 1 EXTERIOR ELEVA-:ON SECTIONS -A-A'. 'B-2', L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIO.S. cMgEpM£NT 2 PANEL DOOR SHOWN I)> WSTALL ONC TAPCON IN EACH PAIR Or FAETORY APPLIED INSTALATIO6 HOLES UNLESS NOTED . d A 1'1/4' MIN. OTMERV= ON ANCHOR CHART. SEE BACK OF THIS SHEET - 4 183 FLORIDA Ex RUDER$ 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PP.;M ALSO APPLIES TO Y' 2000 SCRICS AND 500 YERIEi- A° .. .. .. \ REV DESCRIPTION DATE INI [� I EXTRUDERS LIBERALLY APPLY _ f L� a PTD L INT:. INC. SANFORD�' FL. CAULKING UNDER SILL INSTALLATION ANCHOR - ' OR SET SILL IN BED OF CONCRETE - 3/16• CIaTAKE IN - TITLE: SLIDING GLASS .DOOR INSTALLATION WITH TAPCONS SECTION A-A DP,AWN BY: 3B JAPPROVED BY: DATE:10/25/01 SCALE: NTS IDWG n: FLEX0021 .,....•.. n,.r� . .na v.nw r✓. ..r:...r. HNf >�n I.T711 -[ , SITE 250- C.TNR3.. FLOR!:-. 32746 .407-8C5-0365 FAX .07•9:5-0366 SHEATHING BY GTM1_RS STUCCO _/ OR SIDING BY OTHERS PERImETER CAULK BY OTHERS SHIM AS//A INSTALLATION ANCHOR K8 SCREW (SEE NO —CAULK TWO BY WOOD DOOR FBY OTHERS 6 SHEA 1/4' MAX. TT I r SHIM SPACE I -I/8' MIN. —� EMBEDMENT SLIDING GLASS — DOOR FRAME HEAD �— DOOR WIDTH �1-�—!/4' MAX. SHIM SPACE I iV0 8Y WOOD _ 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME JAMB INSTALLATION ANCHOR R8 SCREW TVO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP (SEE NOTES) Ix/ INSTALLATION ANCHOR. a8 SCREW EMBEDMENT TEMPERED GLASS CAULK BETWEEN . CT YP.) DOOR FLANGE L SHEATHING SHEATHING BY OTHERS PERIMETER SHEATHING ' BY OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO (TYP.)., STUCCO OR .SIDING u Lj �--- TEMPERED I OR SIDING -- BY OTHERS GLASS (TYP-) BY OTHERS SLIDING GLASS DOOR •'' .SV .. INTERLOCK .. DOOR HEIGHT SECTION B -B HOOK STRIP. DETAIL'. rr UDEfcS _ 'GO 1024 _ SLIDING, GLASS. DOOR FRAME SILL K p ppOR MATERIAL= ALUN1NLv1 ALLOY 6061 2> D.9 INSTALLATION SCREWS MUST BE Or SUFFICIENT LEMGTM 70 ACHICVC HIM. E.BEDNEMT -OF 1-1/8'. INTO .WOOD. .TAPCON 7TPE INSTALLATION ANCHORS AT. SILL MUST BE OF - SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMEN' OF 1-1/4, INTO -MASONRY 'OR -CONCRETE--'---- J) INSTALLATION ANCHOR CHART M BACK OF THIS SHEET." " 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOW FLANGC AT HEAD L JAMBS. S) USE SILICONIZED ACRYLIC CAULK FOR PERI.ETCR SEAL AROUND EXTERIOR Or DOOR 61 IF EXACT DOOR SIZE IS NOT LISTED IN AMC" CHART. USE ANCHOR DUANTITY LISTED WITH NEXT LARGER SIZE. FOR TIC APPROPRIATE DESIGN PRESSURC: RCO'D.': _._-__-. _._... _-- .....,_ DO _. .. _. 7). FOR POCKET OR SIZES USE. CLOSEST BYPASS DOOR SIZE COWIGURAt IOM tp FIMPEMNGSHED I PLACE INSTALLATION .CMS IN FRONT OF /f.OK STRIP 'AS SHOWN. 6 7 GLASS IN MAT VARY PCR REWIREMENTS OF ASTM C13W GLASS CHARTS -' - 9) DOOR UNIT IS APPROVED USING TEHPERED.GLASS IN SINGLE GLAZED OR"INSULATING GLASS. 10> JAMB /'SILL CORNERS ARE TO BE SEALED.WITH A SMALL AINT�SCAM -SCALER 11) SNI. AS RED'& AT EA SET OF INSTALLATION ANCHORS. MAX. AELOVABLE-SMIM S74CK TO.- '1/4-. 72) ALL INSTALLATION ANCHCRS MUST BE MACE Or C3RROSION RESISTANT MA7CR,AL$ . ,3) VHERC 'X' REPRESENTS HpVIMG PANEL AND '0- REPRESENTS FIXED PANEL APPROVED .. COWIGUURAT104S ARE AS LISTED ON ANCHOR CNA;T ON BACK OF 'THIS'SHCEt. EXTERIOR. ELEVATION NOT . 'A-A'.CGNIFIDRAB ON; LISHOOK STRIP OVE DETa LARE AP-LY TO INSTALLATIONON THIS F ALW-PPR 0 LA"O' - v ` EMBEDMENT CONFIGURATIO S. SHOWN tMI2 PRINT ALSO AP A 1-1/4' MIN. 2 PANEL DOOR SHOWN IS) FLORID EXTRUDERSS1000 SERIES SLIDING GLASS DOOR IS PL G ES t0 A - .. ,. 2000. RIES.AND SERIEi ... O A ..., .... _ ... .. .... ....._ ° ° REV DESCRIPTION DATE IMI TT EXTRUDERS LIBERALLY APPLY FL 0 P1 D A. INT. INC. SANFORD F.L. CAULK2&G UNDER SILL OR SET 'SILL IN BED ` INSTALLATION ANCHOR aF.caN_RETE Bne TITLE SLIDING. DIA: TAPCON. IDING. GLASS , DOOR _ _. INSTALLATION WITH #8 SCREWS" SECTION :A -q DRAWN' BY: 3B APPP.OVED BY: F 1.,2002 ATE: 12/17/01 !SCALE: NiS DN•G VLEX0027 SHT I OF PNPAXD Ir. PRDDUCT L APPLIC0104 CNGENCC4ING. I'C_ 2:7 JNICRMAt IDNK PKWY- SUITE M. HCAIMPOW FLORIDA. 32746. 407.405-0363 FAX 407-9}03X 1000 P.W./DESIGNER 1000 P.V./DESIGNER SILL (TYPJ SILL (TYPJ p8 X 3/4 SELF p8 X 3/4 SELF TAPPING SMS TAPPING SMS IX2X1/81X2X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION BETWEEN S m_ANTNDOW p8 X 3/4 SELF ' L MULLION1000 SJi. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN ' WINDOW FLANGES SECTION A—A (1) L MULLION WINDOW FLANGES 1000 P.W./DESIGNER SILL (TYPJ p8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT LLI BETWEEN WINDOW FLANGES - L MULLION I8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TY -P.) SECTION A—A (5) APPLIES TO HEAD k SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED AUXILIARY PLA DETAIL C -TOR ADDrrMNAL ANCHORS, WHEN REQUIRED) SHEATHING O O INSTALLATION ANCHOR p8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP. TWO BY WOOD p8 X 3/4 SELF BUCK BY OTHERS TAPPING SMS � HEAD <T.YP.) 1000 P.W./DESIGNER SECTION: A—A (2) SILL (TYPJ MULLION APPLIES TO HEAD & SILL WHERE I'. X 2' 1000. P.V✓DESIGNER p8 X 3/4 SELF & I' X 2 7/I6' TUBE MuwoNs ARE USED r SILL (TYPJ.. TAPPING SMS DETAIL p8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION IX27/16X3/ TUBE MULLION INSTALLATION ANCHOR SEALANT BETWEEN - f8 VmD. SCREW WINDOW FLANGE CTTFJ. L MULLION -HDR¢ CLIP L1 1/8' MIN. .. EMBEDMENT �J : : - I lie• mix 111 EMBEDMENT- 3/4 SELF - 1000 S.H. TAPPING SMS HEAD (T'YPJ \_p8 X 3/4 SELF.. TAPPING SMS pETAt� r-- ATAIL I SECTION A—A (4) 1000 S.H. 1 ._ . ... J .. 1000- . HEAD (TYP P.V./DESIGNER - .. ` L� A rSILL (TYPJ SECTION A—A (7) / p8 X,3/4 SELF pp®. TAPPING SMS TUBE MULLIBtS Jq �•• ! �+1AN��ACT uv Lp l i% �. INTERNATIONAL, INC g� # FLORIDA EXTRUDERS SAMFORD, .FLORIDA 0 \-#S X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A (6) TITLE: SER: ; 1000/ 1500 F IN SHEET 1 .OF 2;, -TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET.2 OF 2) FOR DESIGN PRESSURE CAPACITIES.. DRAWN BY: MSHAPPROVED BY. ' DATE:2/6/02 SCALE:NTS' DWG.: 1HMFINTR °\ \—#8 X 3/4 SELF --1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A—A (3) WINDOW FLANGES MLLLMN 1000 P.V,/DESIGNER SEALANT BETWEEN r SILL (TYPJ WINDOW AGES t IRALION I p8 X-3/4 SELF TAPPING SMS 1X4.X1/8 f —t(TF I / TUBE MULLION I8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TY -P.) SECTION A—A (5) APPLIES TO HEAD k SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED AUXILIARY PLA DETAIL C -TOR ADDrrMNAL ANCHORS, WHEN REQUIRED) SHEATHING O O INSTALLATION ANCHOR p8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP. TWO BY WOOD p8 X 3/4 SELF BUCK BY OTHERS TAPPING SMS � HEAD <T.YP.) 1000 P.W./DESIGNER SECTION: A—A (2) SILL (TYPJ MULLION APPLIES TO HEAD & SILL WHERE I'. X 2' 1000. P.V✓DESIGNER p8 X 3/4 SELF & I' X 2 7/I6' TUBE MuwoNs ARE USED r SILL (TYPJ.. TAPPING SMS DETAIL p8 X 3/4 SELF 2 X 4 X 3/8 TAPPING SMS TUBE MULLION IX27/16X3/ TUBE MULLION INSTALLATION ANCHOR SEALANT BETWEEN - f8 VmD. SCREW WINDOW FLANGE CTTFJ. L MULLION -HDR¢ CLIP L1 1/8' MIN. .. EMBEDMENT �J : : - I lie• mix 111 EMBEDMENT- 3/4 SELF - 1000 S.H. TAPPING SMS HEAD (T'YPJ \_p8 X 3/4 SELF.. TAPPING SMS pETAt� r-- ATAIL I SECTION A—A (4) 1000 S.H. 1 ._ . ... J .. 1000- . HEAD (TYP P.V./DESIGNER - .. ` L� A rSILL (TYPJ SECTION A—A (7) / p8 X,3/4 SELF pp®. TAPPING SMS TUBE MULLIBtS Jq �•• ! �+1AN��ACT uv Lp l i% �. INTERNATIONAL, INC g� # FLORIDA EXTRUDERS SAMFORD, .FLORIDA 0 \-#S X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A (6) TITLE: SER: ; 1000/ 1500 F IN SHEET 1 .OF 2;, -TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET.2 OF 2) FOR DESIGN PRESSURE CAPACITIES.. DRAWN BY: MSHAPPROVED BY. ' DATE:2/6/02 SCALE:NTS' DWG.: 1HMFINTR v SEALAN DO TFLANGESN V a MULLION 1a00 P.V./DESIGNER SILL (TYPJ f #8 X 3/4 SELF CONCRETE OR MASONRY (ITAPPING SNS BY OTHERS INSTALLATION ANCHOR 3/16' DIA. 1 X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREW ANCHOR (TYP) TUBE MULLMN TUBE MULLION EXTERNAL MULLION SEALANT BETWEEN ONE BY WOOD INSTALLATION CLIP VINDOV FLANGES WaRAL 'F.O�MA B.O.A.F. BUCK BY OTHERS L MULLION HANUACTUM NAM: aRil�it. �FrY?uD�h'S . • n MULLION X 3/4 SELFTAPPINGS S 1000 S.H TAPPING SMS�'� F' (� 1000 S+ HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A—A (Z) • WINDOW FLANGES SECTION A—A (t ) L MULLMN aF ESIGNER 1000 P.V./DESIGNER 1000 P:V./DESIGNER SILL (TYPJ r SILL (TYPJ Q #8 X 3/4 SELF 1 #8 X 3/4 SELF 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8ING SMS 1 X 2 7/16 .X 1/8 P .X 4 X 3/8 TUBE MULLION TUBE MULLION F. 1 1/4' MIN. / TUBE MULLION EMBEDMENT 1000P.V,/DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS TYPICAL MULLION TO CONCFa .IAMB 1- DETAIL 8 (APPLIES 70 JAMB WHERE 1' X 4' Q k 2' X 4' TUBE MULLIONS ARE USED) SEALANTBETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGE L MULLION t MULLION #8 X 3/4 SELF #8 X 3/4 SELF 1000 S.H. TAPPING SMS1000_SA TAPPING SMS HEAD (TYPJ HEAD (TYPJ' SEALANT BETWEEN SECTION A—A (4) - VINDOV FLANGES SECTION A—A (3) #8 X 3/4 SELF L MULLION _ TAPPINGSMS 1000 P.W./DESIGNER SEALANT BETWEEN- 1000 P.V./DESIGNER _ SILL (TYPJ WINDOW FLANGES SILL (TYPJ 1000 S.H. #8 X 3/4 SELF L MULLION �. #8 X 3/4 SELF HEAD (TYPJ TAPPING SNS TAPPING SMS 1 X 4 X 3/8 SECTION A—A (7) IX4X1/8, j� TUBE MULLION TUBE MULLION < <� #8 X 3/4 SELF #8 X 3/4 SELF 1000 S H TAPPING. SMS 1000 S.H TAPPING SMS 1 8 2C HEAD (TYPJ HEAD (TYPJ SECTION A—A'`(5) v ... .___..:SECTION:;.A—A (6) /9 —1000 P.V./DESIGNER SILL .(TYP.) tTAPPING SELF MS I X 2 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- . MULLION 1000 P.W./DESIGNER SILL CTYPJ /—#8 X 3/4 SELF //—TAPPING SHS AUXILIARY PLATE TaR ADDITIONAL ANCHOtS; VHEM REWIRED)DETAI 0 APPLIES TO HEAD & SILL WHERE 1" X 4' & 2' X 4" TUBE MULLIONS ARE USED SHEATHING 1x2X3/8 O._O TUBE MULLION INSTALLATION ANCHOR #8 WOOD MULUDHmom if SCREW (TYPJ O EXTERNAL MULLION p4j " INSTALLATION CLIP TWO BY WOOD -- SEALANT BETWEEN BUCK BY OTHERS WINDOW FLANGES #8 X 3/4 SELF #8 X 3/4 SE BENT iAL - FW�,A &. .Aj i MU1000 S.H TAPPING SMS MULLION 1000 S.H. TAPPING SMS = SEALANT BETWEEN HEAD (TYPJ HEAD (TYP) N-Ar1U.F'AICi� Rsa NAM MULLION SECTION A—A (Z) WINDOW FLANGES SECTION -A-A, (1) L MULLION .. _.. DETArL I :. 1000 P.W✓DESIGNER r S000 ILL P T //DESIGNER �'?R 1,► / // SILL (TYPJ .. + if 10 l TAn 1 A r _ / #8 X 3/4 SELF #8 X 3/4 SELF 1000 P.W./DESIGNER /\ TAPPING SMS TAPPING SMS SILL (TYPJ - -. 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3 8 44— TUBE MULLION TUBE MULLION #8 X 3/4 SELF - TAPPING SMS_ - 2 X 4 k'3/9 TUBE MULLION. SEALANT BETVEN I 1 1/8' MIN 1 ✓ WINDOW —"I EMBEDMEN .. .. .._. .}-.MULLION -. - - FI EVATION.. .._ - SEALANT BETWEEN _ VIEWED FROM EXTERIOR -, .. .. WINDOW FLANGE . --.- L MULLION - - _. DETAIL B PLIES TO HEAD & SILL'YRIERE 1' X Y k 1' X 2 7/16'. TUBE MULLIONS ARE USED #8 X 3/4 SELF #8 X 3/4 SELF rceTHnc -- `--1000 S H TAPPING SMS � IOOO . S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION :A -A (3) SECTION A—A (4) wsrAUAnoN ANaoa i8 VMD .SCREV WINDOW FLANGES L MULLION .... - CTYPJ 1000 P.TYW.PJ /DESIGNER SEALANT BETWEEN 1000 P.W✓DESIGNER �HORiL CLIP Ir WINDOW FLANGES, .SILL (TYPJ #8 X 3/4 SELF SILL C 1 i :MULLION r TAPPING SMS - r #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION A—A (7) T Va• MIK 1 X 4 X 1/8 1 X 4 X 3/E HEAD CTYPJ EMBEDMENT TUBE MULLION TUBE MULLION INTERNATIONAL.: INC FLORIDA EXTRUDERS SANFORD; FLORIDA c^A'8 SER. 1000/1.500 FIN SHEET,l OF 2 TWIN HORIZONTAL MULLION SECTIONS - •`SEE OTHER SIDE (SHEET -2 OF 2) FOR #8 X 3/4 SELF #8 X 3/4 SELF 1 z DESIGN .. PRESSURE CAPACITIES TAPPING. SHS TAPPING SMS - 1000 S FL.. 1000 S.H. r HEAD CTYPJ .- HEAD (TYPJ 1 B r_� ZODZ UWN BY: MSH APPROVED, BY: SECTION A—A (5) SECTION A—A (6) - DnTE:2/6/02 SCALE:NTS DWG.: 1HMFINTW SEA. ANT HE+`:£% WINiOW FL.ANG_S• L MULLI?N 10^ F.W./?ESIGNER i SIL•_ l T YP.) �r- 4S X 3/4 S£`_F TAPPING SMS \ is r: u:c MUXc"x? TL_IGN \ SEA, -ANTES_ B_Tk££N Vii\Ci'V FLA�.G L MULL'aCN _ \--98 X 3/4 SELF r. r S TAPPING S4S SEALANT BETW.EN 1 IN20•J FLAN -ES 5E.QDDN A -A ( ) (' 1000 P.W /v SIGNER J SILL (TYP.) T kG X 3/4 SELF �T PPING SMS II / 1 X z 7116 X 1/6 TUHG NULLIOti SEALANT BETWEEN 4INLuW FLANGES - L MULLION `-R8 X 3/4 SELF Woo S.H. TAPPING SHS HEAD (TYP.) SEALANT BETWEEN WINLCW FLANGES S=CTIOh A -A (3) L MULLION - .r— IJv0 P.'«./DES;uN_R SEALANT BE71JE'N SILL CTYPJvIN w FLAVCZS t8 X 2/4 SELF a MULLION APPING SMS I X 4 X 1/8 -T^^ I- 1 1 .- VIM / J3: HL;_LS N CG8 P, 4'./DESIuN£R ?`PICAL MULLION TO CONCRETE 0 JAMS r t (APPLIES TO .aMS WHERE 1' X 4' i SILL <7YPJ ! d 2' X 4' TUc'E MULLIONS ARE USED) A_ X 3/4 SELF I 11 .A N,: SMS 'h I CONCRETE OR MASONRY It 3Y OTHER$ 1 EY wrr.r,- 2U_K BY OTHERS CENTRAL FLOEMA px 3�iA2'liJFAC" i ! 1 L•� S�`TarXi G4$ 5� -T- IL LNSTA.LLATiCty ANCHOR 3/15' DIA, TAFC, SCREW —� EX, EANAL M.lLLI�N INSTALLA'ION CLIP,. �MULLIiN r. _ DST SECTION A—A (2) :0G_ ../D£S:Gii-R (^ SILL (TYP.) r S CTYPJ Q r! A 4 TAPPIyG S S Lr ` --8 X 3/4 SELF i X 2 7/15 X 3/a / TAPPING SNS - ��sv� `TUBE MULLION l `c X 4 X 3/8 1' ,) I 1 /4• MIN. I I i (��1 / "..' L, i _. SEALANT BETWEEN WitiL�W FLA%E L MULLION \—;:fi X 3/4 SELF \—ICGD S.H. TAPPING SMS rtAD (TYP,) SECTION A—A (4� r 1000 F.W./DESIGNER SILL 'TYP.) 42 X 3/4 SELF TAPPINu SMS � I X a X 3/8 8 X 3/4 .SELF TAPPING SPLS — =1111 H. J HEAD "YR., SFCTIO` A—A (7i f__'1/ATiON I VIEWED FROM EXTERIOR >z d f (TITLE: SFS ._10011/1500 FLANGE..SHEET 1 Gr r , TWIN HO_ITZONTAL MULLIDN "S=IONS L Olt' ' I SLG �!'^7P S:J_ �3 r—LI C OF C% F�Jf[ 8 X 3/a S£lf ,� 48 X 3/4 SELF ESIGN PRESSURE' CAPACITIES `l TAPPING SMS�— I0 TAr'PihG SMS —1�G0 S H - S.H. HLA' (TYP.; rEAD CTYP., _ ��, DRAWN BY: MSH APPROVED.BY - `F'70N A- A (5. CTiO^ A—Q, /5) FEB 15 LUJ2 ,DATE:2/d/^? SCALE: r�TS DWG.: 11 HMf L ,TW ;'.—__ /B SEALANT BETWEEN WitiL�W FLA%E L MULLION \—;:fi X 3/4 SELF \—ICGD S.H. TAPPING SMS rtAD (TYP,) SECTION A—A (4� r 1000 F.W./DESIGNER SILL 'TYP.) 42 X 3/4 SELF TAPPINu SMS � I X a X 3/8 8 X 3/4 .SELF TAPPING SPLS — =1111 H. J HEAD "YR., SFCTIO` A—A (7i f__'1/ATiON I VIEWED FROM EXTERIOR >z d f (TITLE: SFS ._10011/1500 FLANGE..SHEET 1 Gr r , TWIN HO_ITZONTAL MULLIDN "S=IONS L Olt' ' I SLG �!'^7P S:J_ �3 r—LI C OF C% F�Jf[ 8 X 3/a S£lf ,� 48 X 3/4 SELF ESIGN PRESSURE' CAPACITIES `l TAPPING SMS�— I0 TAr'PihG SMS —1�G0 S H - S.H. HLA' (TYP.; rEAD CTYP., _ ��, DRAWN BY: MSH APPROVED.BY - `F'70N A- A (5. CTiO^ A—Q, /5) FEB 15 LUJ2 ,DATE:2/d/^? SCALE: r�TS DWG.: 11 HMf L ,TW ;'.—__ /B 1000 r P.W✓DESIGNER SILL r 1000 PW /DESIGNER SILL (TYP.) IJ 48 X 3/4 SELF TAPPING SMS rj #8 X 3/4 SELF TAPPING SMS 1X2X1/8 1x2X3/8. TUBE MULLION TUBE MULLION SEALANT BETWEEN AUXILIARY PLATE (FDR ADDITMNAL ANCHORS. WEEN REQUIRED) O O O DETAIL C APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED IING OR INSTALLATION ANCH#8 woolyy WINDOV FLANGES. .._ O SCREW (TYP.)_ L MULLION no SEALANT,BCTWEENI U#g X 3/4 SELF L MULLIONNDOW FLANGESION 1000 S.H. "TAPPING SMS L M SEALANT BETWEEHEAD, (TYP.) WINDOW FLANGES SECTION A -A (1 ) L MULLION -. 1000 .P.V✓DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION EXTERNAL MULLION INSTALLATION CLIP CENTRAL F'I IGITMA B.0. CK BY OTHERS 'a BY WOOD ` #8 X 3/4 SELF � .. _ 1000 S.H. TAPPING SMS A�NU AACTURER — ' HEAD, (TYP.) OR/ � MULLION SECTION A -A (2) gL 1000 PW /DESIGNER MIASTER Ml - SILL (TYPJ A #8 X 3/4 SELF 1000 P.V./DESIGNER —_ TAPPING SMS SILL (TYPJ ` 1 1X27/16 X3/8 A ✓ TUBE MULLION #8 X 3/4 SELF_ TAPPING SMS 2X4X3/8 SEALABETWEEN TUBE MULLION WINDOW NT FLANGES - t MULLION #8_X 3/4 SELF `-1000 S.H. ..TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION 1000 P.W✓DESIGNER SEALANT BETWEEN J SILL (TYPJ WINDOW FLANGES t MULLION #8 X 3/4 SELF TAPPING SMS j' 1 X 4 X 1/8 / TUBE MULLION SEALANT BETWEEN WINDOW FLANGE - L MULLION #8 X 3/4 SELF x--1000 S.H.. TAPPING SNS HEAD (TYP.) SECTION A—A (4) — 1000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 rvvr--MlT TUBE MULLION #8 X 3/4 SELFFC #8 X 3/4 SELF 1000. S H TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYP.).. HEAD (TYP.) SECTION `A—A (5) SECTION A—A (6) I? 1 .. — EMBEDMENT VIEWED FROM EXTERIOR - - DETAIL 8 .APPLES TO MEAQ h SILL. WHERE V X 2-' - & 1' x 2 7/16' TUBE MULLIONS ARE USED . .._Flt.._ ._, INSTALLATION .ANCHOR -. rt8"VDOD SCREW .. (TTPJ \_#8 HORIL CLIP - X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A—A (7) HEAD (TYP.) 1 tie MDT EMBEDMENi - - FLORIDA EXTRUDERS INTERNATIONAL..INC SANFORD, FLORIDA e TIE SER. 1000/1500 FIN SHEET 1 -OF, 2 HORIZONTAL MULLION SECTIONS - = SEE OTHER SIDE (SHEET 2 OF 2) -FOR DESIGN PRESSURE CAPACITIES GS 1� _;JI:' DRAWN BY: MSH APPROVED :BY: DATE:2/6/02scALE: NTS DWG.: 1 HMF I N 1C6o P.V./DESIGNER SILL (T'YP.) ge v 3!! Scc TAPPitiG SMS %XI i i TLSE MULE D`. SEA_PN7 3ET'JE:a VLv^�w FLaNGES- S MSL: ;MN SEALAN VINDLVT FLANGES \'sae X 3/4 `— :000 S. TAPPi�;_ SMS s r.IL_Icr: rtAL.01'Y.) SEALANT HETu VINE3V FN s`' LASECTION . A—A (1.) .L MULLION J` COO P.V./DESIGNER SILL <TYr.)' ► e X 3/4 SEL TAPPING SMS X 2. 7/15 X I/E TUBE MULLION SEALANT I VIN^^_V FI L MULLION \—*e X 3/4 SELF loco SIM. TAPPING SMS MEAD <TYPJ SEALANS SETVEEN SECTiQN1 A—A (3) VINDOW FLANCS L M iLiDN r !COO F.V./DESIGNER SEALANT BETVEEN SILL (TYP.) WINDOW -FLANGES a8 X 3/4 SELF L MULLION QTAPPING SMS II ,r— lx?xtie !� \ ()Tgltcv/ IUrL I"...)LLILIN ' `08 X 3/4 SELF TAPPING SMS 'Ono SY_. ' HEAD ('EYP.) cE (5).. r-1000 P.W./DESIGN=ER SILL (T YP.) ► r-eA x 3/4 SELF I TAPPING SNS T fPiCAL MULLION TO CONCRUr= 6 'AM@ {� (APPLIES TO JA)d9 WHERE I" X 4' j 2' X 4' 'USE MULLIONS ARE t:SED; Q j1 It CONCRETE OR MASONRY (, BY OTF'ERS j I 1 i I DhiE BY ESC{ Av OTHERS Q ( 1 I" 1 \ CEIYTRAg, : FLORA $.O.A.E A X 3/4 Sc_ I 1KaUi �pyR..NAME.T?PIN: SMS HEAL (TYPE, 6dL2A F.X'TI;uDERS . SECTION' A—A (2 r NO P.V./LESIGN ER j S -L (TYPE) #9 X 3/4 SLLF 'm,Q P.V./DESIGNER TAPFiN_ SMS 1 X 2 7115 X 3/8 i^ SILL (TYP.). `TUBE MULLION f -e X 3/+ SELF TAPPING •SMS SEALANT BETWEEN ;TNDOV FLANGE 8 MULI_IG-N a 9 X 3/4 SEL- \-1000 S.u. TAPPING SMS HEAD <TYP.) s=CTiQN A—A 14) '` ETATAI � _:--! — INST = A.TIDN ANCHGA 3/15' DIA TA? -ON SCR ---V ANCHOR (TYP.) i— EXTERNAL MLLLION INSTALLATION CUP-- �y? muu_ILN y _y J -- 1 1/44' MIN. I' EH DNENT 2X4X3/8 TUBE MULLION 1 TAII .A IOOO P.V./DESIGNER i li�`-#;.z �— SILL <TYP.) X .3/40 SEL - ELEVATION #S X 3/4 SELF TAPPING SMS TAPPING SMS x t X 3/8 Ji —1000 S.H_. SEC.TI!`�.. A—A, i7) VIEWED FROM EXTERIOR 1 FLORIDA EXTRUDERS INTERNATIONAL,: IDA I TITLE: SER. 1000/ 100(' E� ANGr- SHEET I OF, a n r n IT I fi l e I -n�1 c rr T I I HOR,. ZON A� J1 I \I S=L 'J I il--�E R S I DE ( J"TLL C u 2i r um DESIGN PRESSOR- CAPACITIES R0 x 3/4 $ELF HEAD (T'�=.) ;DRAWN BY;t1SH... APPROVED BY: s.A 1. �.._. _.. ,._ _ .._ .i 5: 2302..;DATE:ri. �.0� . _ SCALE: NTS. , IDWG.: IC 1000 S.H. 1 X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYPJ TUBE MULLION JAMB (TYPJ. TUBE MULLION BUCK BY OTHERS #8 X 1/2 SELF #8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4.X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION . INSTALLATION ANCHOR #8 WOOD WINDOW FRAME WINDOW FRAME SCREW (TYPJ L MULLION L MULLION #6 X 14/2 SELF #8 X 1-1/2 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A -A (1i SECTION A -A (2)- MULLION 1 X 2 7/16 X i/8 1000 S.H. APPLIES TO HEAD & SILL WHERE 1" X 4" 1000 S H TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ & 2" X 4" TUBE MULLIONS ARE USED JAMB (TYPJ TUBE MULLION JAMB (TYPJ. APPLIES TO HEAD & SILL WHERE 1".X 2" & 1" X 2 7/16" TUBE MULLIONS ARE USED #8 X 1/2 SELF #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL B #8 WOOD SCREW (TYPJ 'pSJitb �OW1Fi �OL14+p! 7!Il7d0977b SILL CLIP SEALANT BETWEEN #8 X 1-1/2 SELF WINDOW FLANGES SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS L MILLION 11/8' MIN WINDOW FRAME WINDOW FRAME EMBEDMENT . ...L MILLION - ... L MULLION .SECTION A -A (7) SHEATHING #8 X 1-1/2 SELF#8 X 1-1/2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION A:4 (3 SECTION A -A (4) v� �a AUXILIARY- PLATE 1 X 4'X 1/8 1 X 4 X 3/8 Q �.1D• (FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION. �• /00 F .. I A A 1000 S.H, JAMB (TYPJ 1000 S.H. JAMB (TYP.) c #8 X 1/2 SELF TAPPING SMS #8 X 1/2 SELF TAPPING SMS #8 SELF TAPPING SMS (TYPJ,. DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS oRD° FLORIDA TMx:SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS VF3 SEE OTHER SIDE ( SHEET 2 -OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 I ISCALE: NTS DWG.: 1VMFIN SEALANT BETWEEN WINDOW FRAME SEALANT BETWEEN WINDOW FRAME .. L MULLION 6 MULLION #8 X 1-1/2 SELF #8 X,1-112 SELF TAPPING SMS TAPPING - SMS SECTION A -A (51 SECTIONA-A (6) #8 SELF TAPPING SMS (TYPJ,. DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS oRD° FLORIDA TMx:SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS VF3 SEE OTHER SIDE ( SHEET 2 -OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 I ISCALE: NTS DWG.: 1VMFIN iy 0 i0G[ S.H.— X c X li,. iaaa S.H. JAMEE ,TY?.) j TUBE MULLIu�`i. JAMS CTYPJ «E X './'c SELF TAPPItiG SMS \` J yam:• A C -c b NULLIGN TAPPIN_ SMS JE� A -A t i i x27/;5x:.a -^ % TU ---E MULLiuN JAM? IYP.) j IX2x3/8 TUE-7 MULLION 1 GN_ ':Y VDOD__ QUAIL C 3 3UCK BY HT1 ERS I- � �- rrACRET= CR MASONRY 9Y GTN= R$ Il 7/1' MtN a\ Q #a x i:2 s=LF TAPPING SVS SEALAh' BETWEEN - .SNS -A—A (2 ;-1X27il6x3/e 1^10 S.H. ' �.�'CE£ MUM_LIuN JAMS (TYPJ ` r--1 ;;S X :/2 SE:.F -=8 X "..2 SELF c. AP• chi S ! I t ;/,:• DIA TaprGN TAF?iNG SMS TAPPING SMS l SCREW ANCHOZ CTYP.) . - I.. SILL CLIP .... ' . SEALANT BETWEEN ! - #8 X 1-1/2 SELF Q SEALANT BETWEEN I SEALANT BETWEEN TAPPING SMS VINT1pV RANGES I - 1 1/4' MIN. . WINMW FLANGES WIN�GW FLANGES L :NULLIDNI �J EM3E"DM-%T \ i MULLION & MULLION r_ l vv #6 X 1-1/2 SELF #S X 2 SES TION A -A 7 I \-P�: AST: SILL Dr �TFkRS ? TAPPING SMS TAPPING`SMS DETAIL C -� G: IXI _:ZRY PLAT S�•C1 ION A -A (S f SECTIO. . i 4 i i ' I . .C;R APD TIONA AN0ZRS W;.N RECUIRED).. 1 X t X 1/E - -. i X 4 X 3/6 1 i I ' I _ TUBE MULLION .TUEE MULLION T .{ .. IE) rA ! - idea S.N. laac S.H. �r'� .Fay, 0.1, JAMB (TYP.) J4M3 CTYp.).i na cr c rnooruc_ f -SMS CTYPJ `D', APr I. 777 1 Ell #8 X 1/2 SELF #e x 1/3 SELF MEWED FROM EXTERIOR . .. TAPPING SMS .. TA.-"PiNG SMS ;FLORIDA EXTRUDERS.sAxaINTERNATIONAL,> mA TPPCE: SER 1000/ 1 G00` FLANGE' SHEET 1 Or' •'2 ' MLI_! I Llti St T l.F Ni S SEAL 4T BETWEEN '\ SEALA9T?ETVEEM , WINDOW FLANGES \ WINDOV FLANGES i SC r LITH=R SIDE (.SHE --T c 0r : c') r DR MULLION b ruL.roN DES T. �' ?RESSI RE: CAPAC I T 1 ES - \�#e X 1-1/2 SELF \- #s x 1-1/z SELF .. TAPPING SKS TA?PINC�SMS .' i - 'DRAWN BY: MSH. APPROVED BY. - FEB - - ..- 1 15,210,02 - SECTION .. ApPRo SE .ION n -N. iJ 3 S l• nJ v 1 �:1 ~-'� ° !DATE:2/ 1 %02 SCALE: N S DWG.: 1 V`"^LG LATI N Ah_•' R.3/ E' *IA. 2 X 4 x 3.E i 'uBEE- RNA )AU_UON ui 90IN TL CONCREE:P 0 HEAD i 1'r JES 0 HEAD & SILL WH ' RE I X a JAMB CTYPJ ' ! 011ETA!3 C #8 x 1/c SELF I r-INSTALi ATION ANCHOR ;;S X :/2 SE:.F -=8 X "..2 SELF c. AP• chi S ! I t ;/,:• DIA TaprGN TAF?iNG SMS TAPPING SMS l SCREW ANCHOZ CTYP.) . - I.. SILL CLIP .... ' . SEALANT BETWEEN ! - #8 X 1-1/2 SELF Q SEALANT BETWEEN I SEALANT BETWEEN TAPPING SMS VINT1pV RANGES I - 1 1/4' MIN. . WINMW FLANGES WIN�GW FLANGES L :NULLIDNI �J EM3E"DM-%T \ i MULLION & MULLION r_ l vv #6 X 1-1/2 SELF #S X 2 SES TION A -A 7 I \-P�: AST: SILL Dr �TFkRS ? TAPPING SMS TAPPING`SMS DETAIL C -� G: IXI _:ZRY PLAT S�•C1 ION A -A (S f SECTIO. . i 4 i i ' I . .C;R APD TIONA AN0ZRS W;.N RECUIRED).. 1 X t X 1/E - -. i X 4 X 3/6 1 i I ' I _ TUBE MULLION .TUEE MULLION T .{ .. IE) rA ! - idea S.N. laac S.H. �r'� .Fay, 0.1, JAMB (TYP.) J4M3 CTYp.).i na cr c rnooruc_ f -SMS CTYPJ `D', APr I. 777 1 Ell #8 X 1/2 SELF #e x 1/3 SELF MEWED FROM EXTERIOR . .. TAPPING SMS .. TA.-"PiNG SMS ;FLORIDA EXTRUDERS.sAxaINTERNATIONAL,> mA TPPCE: SER 1000/ 1 G00` FLANGE' SHEET 1 Or' •'2 ' MLI_! I Llti St T l.F Ni S SEAL 4T BETWEEN '\ SEALA9T?ETVEEM , WINDOW FLANGES \ WINDOV FLANGES i SC r LITH=R SIDE (.SHE --T c 0r : c') r DR MULLION b ruL.roN DES T. �' ?RESSI RE: CAPAC I T 1 ES - \�#e X 1-1/2 SELF \- #s x 1-1/z SELF .. TAPPING SKS TA?PINC�SMS .' i - 'DRAWN BY: MSH. APPROVED BY. - FEB - - ..- 1 15,210,02 - SECTION .. ApPRo SE .ION n -N. iJ 3 S l• nJ v 1 �:1 ~-'� ° !DATE:2/ 1 %02 SCALE: N S DWG.: 1 V`"^LG - ao 1.00c s.r ./-I x 2 x 1 /e race �.r. I x 2 x 3/e .iA4L (TYP.) / TUBE M'J'_LICN _pM`n .TY?: TuB_ MUL_ION TYP;CAL VFRT�CAL TO MULL IDN MULLION TO MuL 'ON I � ; -#e X i:= SELF 0'S X t/2 SELF a 3 I rK ?X I�' SMS TAPPING SMS i LECA X.316 _ / - 1 M L i I Irl T E R N A L Lir' �G4. �Y- S A:4NA—r�. SEALAN2Ei1 cc u:NPGv LnnuLs -' W.e. '� r LAN c L ..,,_ .1JN S YCE _i �J< . e xi\4 SNS ti- . . :; 1- A SELF - i 1-i/� SELF - 1 TA?Pi Nn- Su$ - r, i- a� f .: _ S .r . i - i .. .. .. SSCren /� c_C:T:, �,-.4 i!• % Ni�SNS i _-. 7X OR .%X' MULL t'Y?:) ,LN A -A . i) �' 1 j X27/_EX I X27/16 X3/e JBL M UL LIC?. � 1C^C S.n. / iCuC 5.;.�` : ^ TUBE MJL_I N I . i r NIS' AThn ANci^R ya JAMB (TY?J 1 SEALANT BETWEEN - : a SELF _/15 DIA. a�L�N. JA.. CTYP.) / #2 X 1-./_ S L it SCREW ANC rCR TYPJ VtND{]V FLPNGES . L MUL:I�IN . TAPaTNG SYS � I: SECT!ON A -A (7) A8 X 1/2 SELF A8 X 1/2 SELF TAPPING SMS r�TAPPING SMS —, Q Q : !/4'MIN. • -�DMENT `PRECAST S._! BY OTHERS SEALANT BETWEENTWEEN SEALANT BE - CE:AI' -- - ! - AUXIUAR" ?LATE - - WINDOW FLANGES' WINE -OW FLANGES .. Ile X 1-1/2 SELF 1 � � (F c A T ON I AL A4 -4ORS. WHEN REa..LREi t tYJLLll1N 6 M;i�LION - T A°PIN SMS I - .. no X 1-12 $_._� .. ... .. .�0. TAPPING SMS ' { I 71 . SECTION o -A (31 SECT! a -a (4) 1x AXI/e /-1x4X3/8 1 i A 1i.I A TUBF MULL IO\ TU "' 1' ION AZ F 7dPPi\G 8 J IM. L_:0N gam, C�, lace S.M. -� Ee Icea S.H. - flop/�� Aft y^;cr.? FR^V EX"ER;CR , :'Y^ JaNa Tvvi t RqA vD 6 INTERNATIONAL, INC #6 x 1/2 SELF >xa X SELF FLORIDA EXTRUDERS sANFORD,' FLORIDA TAPPING SMS TAFFiNG SMS r rrt�:St 1000/I500 FLANGE SHEET 1 OE_c UVERTICAL MU'Li-IN TNTO HGRIZONTAi_ SEALANT BETWEEN SEALANT BETWEEN SCE .OTHER SID < SHEET 2. O- 2) FOR WINDOW FLANGES VIND3W'FLA�- ES #e X i-1/2 S-;- DESIGN . PRESSUKE CP.FPC.I T'I ES L MULLIP4 .. b MUL tON TAPPING S'!S TAPPING SMS , HOP 15 L..:.:_ DRAWN BY. MSH APPROVED :BY. SECTION A -A (5) S_l:;G". A -P. (61r DATE:2/6/ J_ SCALE: N I S DWG.: I VMl,HM • LG.. SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ X 3/4 SELF PING SMS t EXTERNAL'MULLION IX27/16X1/8 TUBE MULLION SEALANT BETWEEN TWO BY VOOD WINDOW FLANGES - L MULLION �—#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (1) APPLES TO HEAD do SILL WHERE 1' X 4' AUXILIARY PLATE AIO k 2' X 4' TUBE MULLIONS ARE USED 2000 P.V./DESIGNER OCRADDITIONAL ANCHORS. WHEN REDUMED) SILL (TYPJ O #8 'X 3/4 SELF SHEATHING' TAPPING SMS GF 1 X 2 7/16 X 3/8 —� TUBE MULLION LtON CTYPJ INSTALLATION ANCHOR #8 WOOD SCREW . (TYPJ EXTERNAL'MULLION INSTALLATION CLIP TWO BY VOOD BUCK BY OTHERS td=#s X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ 2000 P.W./DESIGNER .. SILL MULLION .. APPLES TO HEAD g...SILL WHERE 1 X 2' SECTION A -A (2) '#8 X 3/4 SELF / TAPPING SNS /2.X 4 X 3/8 Ill TUBE MULLION CEN �7 SEALANT EEN 1V�. WINDOW FLANGE , L HU.LION SEALANT BETWEEN SEALANT BETWEEN #8 X 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS L MULLION L MULLION , 2000 P.V./DESIGNER 2000 P.W./DESIGNER EA S.H. H SILL CTYPJ SILL (TYP) HEAD <TYP.) #8 X 3/4 SELF #8 X 3/4 SELF SECTION A—A (J) TAPPING SMS TAPPING SMS \ 1X4X1/8 1 X 4 X 3/8 TUBE MULLION v TUBE MULLION #8 X 3%4 SELF #8 X 3/4 SELF 1000 SJ - TAPPING SMS 1000 . S.HTAPPING SMS HEAD (TYP) ._ HEAD (TYP.) SECTION A -A (3) SECTION A -A (4) DETAIL t AI' k 1 X 2 7/16 TUBE YULLONS ARE USED DET INSTALLATION ANCHOR #8 VWD SCREW CTYPJ —NOR¢ CLIP. L1 1/8', MIN. I EMBEDMENT I 1 1/e, Hua EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL, INc NF SAORD, FLORIDA rrrti:SER. 2000 FIN SHEET 1 .OF 2; T#t-N-HORIZONTAL.MULLION SECTIONS 1RIPiF ` SEE OTHER SIDE ( SHEET 2L OF 2)1 FOR DESIGN :.PRESSURE, -CAPACITIES )RAWN BY: MSH APPROVED BY )ATE:2/6/02 SCAU:NTS DWG.: 2HMf INTR 3/ ?o TYPICAL MULLION TO CONCRETE 0 JAMB (APPLIES TO JM8 WHERE 1- X 4- DETAIL & 2* X 4' TUBE MULLIONS ARE USED) 2000 P.W./DESIGNER 2000 P.WJDESIGNER SILL (TYPJ r SILL (TYPJ CONCRETE OR MA I SONRY #8 X 3/4 SELF #8 X, 3/ . 4 SELF BY OTHERS TAPPING SMS TAPPING SMS I X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 ��INSTALLATION ANCHOR 3/16' DIA. TUBE MULLION TUBE MULLION TAPCON SCREW ANCHOR (TYPJ ONE BY WOOD EXTERNAL: MULLION INSTALLATION CLIP SEALANT BETWEEN SEALANT-BETVEEN BUCK BY OTHERS WINDaV FLANGES IZ WINDOW FLANGETZ J L MULLION L MULLION 2000 P.WJDESIGNER 8 X 3/4 SELF #8 X 3/4 SELF SILL (TYPJ MULLION 2000 S.M. TAPPING SMS 2000 TAPPING SMS READ (TYPJ HEAD (TYP.) X 3/4 SELF #8 SECTION A—A (1) SECTION A—A (2) TAPPING SMS /-2 X 4 X 3/8 TUBE MILLION SEALANT 13E TVEEN 4 L 1 1/4' MIN. CENIMAL WINDOW FLANGE EMBEDMENT L MULLION JqAME: F S—ER F DETAIL 13 A 48'X 3/4 SELF..f A SEALANT BETWEEN TAPPING SMS WINDOW FLANGES L MULLION 2060 S.M. 2000 P.W./DESIGNER 2000 P,V./DESIGNER HEAD (TYPJ SILL (TYPJ -SILL.(TYP.) SECTION A—A (5) #8 X 3/4 SELF #9 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4 X 1/8 1 X 4 X 3/8 nr--vvi TUBE MULLION ELEVATION TUBE MULLION VIEWED_ FROM EXTERIOR SEALANT BETWEEN RMRNATIONAL, INC WINDOW EXTRUDERS SANFORD, FLORIDA FLVA.V�S!Z FLORID, UULLION L N # �� S.H., �.Toe 20( SIL T=:SER. .20QQ�,FLANGE :SHEET, 1,-Of`; TRIPLE HORIZONTAL.m ULLION:,,SECIIONS \—#8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS, TAPPING SMS SEE OTHER SIDE (SHEET 2 OF 2) FOR 600 S.K 2000 SA -PRESSURE-=;CAPAC I T I ES HEAD (TYP.) HEAD (TYP.) DESIGW SECTION ASECTION A—A (4) 18 2002 jDRAWN HY: MSH AppRovia BY. -.1 DATE: 2/6/02:...4; sCALE: NTS--- jbwG;-�-2HMFLGTR---- -�9 DETAIL ____ _„ _ _ _ TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 2000 3.mklA n iio JAMB (TYP.)ION JAMB CTYPJ TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELFWSTALLATIIAPPING .SMS. TAPPING SMS INTERNAL CLIP IX 7OR 2X MULL T; SEALANT BETWEEN WINDOW FLANGES t MULLION APPLIES TO HEAD. & SILL WHERE 1" X 4' & 2' X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP FRMULLION , - ..➢EIeD`1 DETAIL C / r•— A EMBEDMEN ... .. ... ELEVATION SEALANT BETVEEN - '. 'VIEWED' FROM EXTERIOR .WINDOW FLANGE APPLIES TO HEAD.& SILL WHERE 1' X 2' . MULLION _. - DETAIL 8_.. g...1'. X.. 2.7/16'..TUBE MULLIONS ARE USED 2X4X3/8 SECTION A -A (1) SECTION A -A (2) TUBE Mut LION L 1 I// MIN SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L. MULLION' 6 -MULLION 2000 P.W./DESIGNER SILL YTYP.) #8 X 3/4 SELF \ TAPPING SMS iX4X MULLION ��r TUBE MULLION I " #8 X 3/4 SELF TAPPING ,SMS: 1000 S.H. HEAD (TYP.). , SECTION A -A (3) i INSTALLATION ANCHDR :. .._#9 WOOD SCREW .. .. (TYPJ 2000 P..W./DESIGNER #8 X 3/4 SELF-HDRtz CLIP SILL <T.YPJ TAPPING SMS #8:X 3/4 SELF TAPPING SHS —1000 S.H. SECTION A—A (J) 11/8' MIN. ! X 4 X 3/8 HEAD (TYPJ EMBEDMENT . TUBE MULLION INTERNATIONAL, INC FLORIDA EXTRUDERS :SANFORD. FLORIDA m19=SER. 2000 FIN - SHEET 1,:OF .2. Lir TWIN HORIZONTAL MULLION SEC-TIONS'� SEE OTHER SIDE (SHEET .2 OF .2) FOR #8,X 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 S.H. TAPPING SMS EB ZU'QZ i HEAD (TYPJ DRAWN BY: MSH APPROVED; BY.: SECTION A -A (4) DATE:2/6/02 SCALE: NTS DWG.:. 2HMF I NTW AUXILIARY PLATE : A s_LL tli �%. i�. A, 3 . (FDR ADDITIONAL ANFORS. WHEN REOUIRED) C AIL {; G144i`1'rL OMANUFACTURER NAME: MASTBR ME `.. .. 2000 P.V./DESIGNER . ._ IGNER MULLION. 0 - SILL (TYPJ #8 X 3/4 SELF X 3/4.SELF_-. TAPPING SMS.PING SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16-X.11 MULLIONTUBE X 2 7/16 X 3/8TUBE MULLION SEALANT BETWEEWINDOW 4TAI, FLANGES MULLION2000 P.W./DESIGNER SILL (TYP.)#8 X 3/4 SELF X 3/4 SELF 1000S.H. TAPPING SMS HEAD (TY-) .. TAPPING SMS HEAD (TYPJ #8 X 3/4 SELF TAPPING SMS , SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP FRMULLION , - ..➢EIeD`1 DETAIL C / r•— A EMBEDMEN ... .. ... ELEVATION SEALANT BETVEEN - '. 'VIEWED' FROM EXTERIOR .WINDOW FLANGE APPLIES TO HEAD.& SILL WHERE 1' X 2' . MULLION _. - DETAIL 8_.. g...1'. X.. 2.7/16'..TUBE MULLIONS ARE USED 2X4X3/8 SECTION A -A (1) SECTION A -A (2) TUBE Mut LION L 1 I// MIN SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L. MULLION' 6 -MULLION 2000 P.W./DESIGNER SILL YTYP.) #8 X 3/4 SELF \ TAPPING SMS iX4X MULLION ��r TUBE MULLION I " #8 X 3/4 SELF TAPPING ,SMS: 1000 S.H. HEAD (TYP.). , SECTION A -A (3) i INSTALLATION ANCHDR :. .._#9 WOOD SCREW .. .. (TYPJ 2000 P..W./DESIGNER #8 X 3/4 SELF-HDRtz CLIP SILL <T.YPJ TAPPING SMS #8:X 3/4 SELF TAPPING SHS —1000 S.H. SECTION A—A (J) 11/8' MIN. ! X 4 X 3/8 HEAD (TYPJ EMBEDMENT . TUBE MULLION INTERNATIONAL, INC FLORIDA EXTRUDERS :SANFORD. FLORIDA m19=SER. 2000 FIN - SHEET 1,:OF .2. Lir TWIN HORIZONTAL MULLION SEC-TIONS'� SEE OTHER SIDE (SHEET .2 OF .2) FOR #8,X 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 S.H. TAPPING SMS EB ZU'QZ i HEAD (TYPJ DRAWN BY: MSH APPROVED; BY.: SECTION A -A (4) DATE:2/6/02 SCALE: NTS DWG.:. 2HMF I NTW a� TYPICAL MULLION TO CONCRETE m JAMB (APPLIES TO JAMB WHERE 1- X 4. DETAIL B & 2' X 4' TUBE MULLION ARE USED) - Q CONCRETE OR MASONRY BY OTHERS 2 000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYP.) INSTALLATION 3/16' DIA. SILL (TYP.) TAPCON SCREWEW ANCHOR CTYPJ #8 X 3/4 SELF #8 X 3/4 SELF. / TAPPING SMS / I X 2 7/16,X 1/8 TUBE MULLIONTUBE TAPPING SMS 1 X 2 7/16 X MULLION 3/8 ONE BY WOODINSTALLATION BUCK.BY OTHERS EXTERNAL MULLION CLIP SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES. SEALANT BETWEEN .. - .. - ... - . ._ -ON L MULLION L MUlLD7N ' 2000 PW /DESIGNER .... - _MULLION SILL (TYPJ #8 X 3/4 SELF #B X 3/4 SELF 48 X 3/4 SELF.. TAPPING SMS 2000 S.H. TAPPING SMSAPPING 2000 S.H. TAPPING SMS 2 X 4 . X 3/8 Q HEAD CTYPJ HEAD (TYPJ:,. TUBE.MULLIDN SECTION A=A (1) SECTION A—A (2) - SEALANT BETWEEN WINDOW FLANGE F•.--1 1/4' MIN. •EMBEDMENT -.. .- - L MULLMN _... ! a7" 1A '.NAME: �(v�'� - 1t�.19 LJ8'r�'L 1L {IJ Jll1u' 1�S NAME• �GvR/D� mil %11 uD6RS DETAIL B� / I— — A HAMR #8 X 3/4 SELF 1-- A TAPPING SMS SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V./DESIGNER 2000 S.H. _ .. HEAD CTYPJ - 2000 P.V./DESIGNER SILL (TYP.) r SILL (TYPJ SECTION A—A (5) •71 #8 X 3/4 SELFSELF r #8 X 3/4 TAPPING SMS __. _.. TAPPING SMS 1 X 4 X 1/8 - 1 X -4 X 3/8 EI FVATION TUBE MULLION -- TUBE MULLION VIEWED FROM ,EXTERIOR `SEALANT - TERNATIONAL, INC FLORIDA-EXTRUDERS.;:'INORD, FLORIDA BETWEEN-- VINDOV FLANGES . . L MULLION.. Tllu. SER:; 2000, FLANGE,.. SNEEj ;1;: OF..,, 2 TWIN HORIZONTAL MULL IdN SECTIONS 08 X 3/4 SELF SMS #8 X 3/4 SELF TAPPING SMS S.M.APPING 2000 SEE OTHER SIDE (SHEET: -2 OF �2) FOR S 2a0a S.H.DESIGN,.PRESSURE-..CAPACI:TI HEAD (TYPJPJ HEAD CTY ;..-_ . SECTION AA SECTION A—A (41 82002 DRAWN BY: MSH _. APPROVED -$Y-,, �. nRc' 2HMFLGTW I AUXILIARY PLATE APPUES TO HEAD Sc SILL.WHERE 1' X 4' (FOR ADDITIONAL ANGORS, WEN REWIRED) & 2' X 4' ,TUBE MUWONS ARE USED D AI C CENTRAL FL RDDA B. 0. A. F. SHEATHING MANUACIIMR NAME: EF -6 SEALANT BETWEEN I!kS= FaE # 7MULLIDN INSTALLATION ANCHOR #8 WOOD WINDOW FLANGES 0 f SCREW (TYP.) L MULLION ER 2000 P.W✓DESIGNER 2000 P.V✓DESIGN SILL (TYP-) EXTERNAL MULLION SILL (TYP.) #8 X 3/4 SELF #8 X 3/4 SELF MEWED FROM :EXTERIOR INSTALLATION CLIP TAPPING SMS TAPPING SNS, TWO BY GOOD` pfTAIL B APPUES TO HEAD & SILL WHERE V X 2' ,... BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2 7/16: X3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETVEEN . - WINDOW FLANGES mcinmc.. ... L MULLION .. ' WSTAL.LATIIN mckm .. . \-#8 X 3/4 SELF 1000 S.Fi TAPPING SMS HEAD (TYP.) SECTION A -A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES MULLION �L MULLION L 2000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION • L-A> #8 X 3/4 SELF TAPPING.. SMS. _ .1000 S.H. HEAD (TYP.).,:. SFCTION A -A (3) �--#8 X 3/4 SELF 1000 S.K TAPPING SMS -.HEAD .(TYP.) - SECTION. A -A (2) SEALANT BETWEEN WINDOW FLANGE -(\ L MULLION rrA 2000 P.V./DESIGNER - r-2000 SILL (TYP.) A #8 X 3/4 / TAPPING SMS 2 X 4 X 3/8 TUBE MULLION 1 1/8' MIN. EMBEDMENT FLEVATION 2000. P.V✓DESIGNER v SILL (TYPJ \\ #8 X 3/4 SELF TAPPING SMS 1X4X3/8 r . BE MULLION .. I #8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) SECTION A -A (4) MEWED FROM :EXTERIOR pfTAIL B APPUES TO HEAD & SILL WHERE V X 2' ,... &- I'- X 2 7/16',. TUBE.. MULLIONS ARE USED .. .... mcinmc.. :.. .. ' WSTAL.LATIIN mckm .. . . SECTION A -A (S) a8 VMD SCREW .. HORIZ CLIP. #8 X 3%4 SELF TAPPING SMS \ S.H.,f _ 1000 HEAD (TYP.) I _ t 1/8' MIH EMBEDMENT - FLORIDA. EXTRUDERS.. ATi_ AL.FLORIDA'SANFORD, .FLOIDA TrrLE: SER, 2000 -FIN SHEET . 1 OF 2- -_ 1 r� . HORIZONTAL MULLION SECTIONS V SEE OTHER SIDE (SHEET 2:OF..2) FOR DESIGN PRESSURE.CAPACIT:IES. E8.2002. ' DRAWN BY: MSH APPROVED _BY DATE -2/6/02 I SCALE: NTS - DWG- -2HMFIN.:r TYPICAL M TO CONCRETE O JAMB (APPLIES TOO JAMB MB WHERE 1' X 4* DETAIL 8 k 2' X 4" TUBE MULLIONS ARE USED) Q SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES 6 MULLION. L MULLION ' 2000 P.W./DESIGNER 2000 PW /DESIGNER SILL (TYPJ (TY SILL PJ #8 X 3/4 SELF' #8 X 3/4 SELF TAPPING SMS TAPPING SMS' 1X27/16X3/ 1 X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION #8 X 3/4 SELF#8 X.3/4 SELF 2000 S.H. TAPPING SMS V-2000 S.K. TAPPING SMS HEAD (TYPJ HEAD (TYPJ., . SECTION A—A 0) SECTION 'A—A (2) SEALANT BETWEEN WINDOV FLANGE L MULLION ? .S CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DW TAPCON SCREV ANCHOR (TYPJ 8 ONE BY WOOD EXTERNAL MULLION INSTALLATION CLIP BUCK BY OTHERS .. . _ - - .... MULLION 2000 P.W✓DESIGNER _ .SILL (TYPJ #8 X 3/4 SELF TAPPING SMS _ 2.X`4 X 3/8 Q TUBE MULLION .._.. .. -F+-1 1/4' MIN. EMBEDMENT ,;DETAIL B. / _rte A #8 X 3/4 SELF TAPPING SMS A.. 2000 S.M. ..HEAD (TYPJ SECTION A—A `(5) ,ELEVATION MEWED FROM EXTERIOR INC. FLORIDA EXTRUDERS ��SANFORD FI. FI ORIDA " TTI'LE:SER. 2000 SHEET ',1 OF.,2 .FLANGE HORIZONTAL MULL ION.SECTIONS .- ..... c s — SEE OTHER SIDE (SHEET _°2: OF 2)J. FOR ^µ •V DESIGN.�PRESSURE�-:CAPACTTIES A. ,,M/ 2002.. .. DRAWN BY: MSH APPROVED `HY ;�;:. _.......DAlt:2/4/02,•-- ScAtENTS-_,-DRG.: 2HMFLG,� 2000 S.M. 2000 S.H. JAMB CTYPJ 1 X 2 7/16 X i/B JAMB CTYPJ TUBE MULLION #8 X 1/2 SELF TAPPING SHS SEALANT BETWEEN WINDOW FRAME _. L MULLION - ... #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 2000 9A. JAMB CTYPJ IX27/16X3/8 TUBE ,MULLION 2 X 4 X 3%8 TUBE MULLION #8 X 1/2 SELF TAPPING -SMS 2000 SN. JAMB (TYPJ SEALANT BETWEEN WINDOW FRAME L -MULLION #8 .X 1-1/2 SELF TAPPING SMS SECTION A -A (2) �"-SILL CLIP I� TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. ,. EMBEDMENT SHEATHING INSTALLATION ANCHOR #8 WOOD " SCREW (TYPJ EXTERNAL MULLION. . INSTAL CLIP MULLION.:. APPLIES .TO._ HEAD .& .SILL WHERE 1" X 4" _ & 2• X 4• TUBE MULLIONS ARE USED #8 X 1/2 SELF APPLIES HEAD &.SILL WHERE 1' X 2" TAPPING SMS .TO & 1' X 2-7/16" TUBE MULLIONS ARE USED W0. INSTALLATION ANCHOR DETAIL #8 WOOD SCREW (TYPJ p + �I ay 2000 S.H. JAMB (TYPJ 2000 S.H. JAMB (TYPJ 2.3 2000 S.H. ._.. - - :.. MULLION 1 1/4' MIN. JAMB (TYPJ SECTION A A"(Si __77 Q T \ fMBEDMEN DETAILC `PRECAS - T Q SILL BY-OTHER AUXILIARY :'PLATE; - #8 X 1/2 SELF #8 X 1/2 SELF I TAPPING.SMS TAPPING'SMS _._CPOR ADDITIQMAL ANCHORS, WHEN REQUIRED) OK MIAMIDADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 7.6 Pittsburgh ,KS 66762 1 MiAiYII-DADECOUNTY. FLORA METRO-DADE FLAGLER BUILDI; BUILDING CODE COMPLIANCE O1F11 Mri'RO-DADS FLAGI.r•.R WILDr, 140 WiS'r FLActnt S•rR mn-, surn: 16 MIAMi, 1I,0101)A 33130-15 (305) 375-2901 FAX (305) 375-25 CONTRAC."COR I'ICltNstNc,t:rri+ (305) 375.2527 FAX (305)r73•.� co,N*n vc rott mvtsa (305) 373.2966 FAX (305) 375-2' rttot)uc: r CON•ru01, DIVISI- (305) 375-2902 FAX (305) 372-6 Your application for Notice of Acceptance (NOA) of; Entergy 6-8 S-W/E Inswing Claze'd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) underthe co-nditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t ,product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t pro�uct or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin, Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raut twarlguez Chief Product Control Division 'THIS iS THE COVERSHEET, SEE ADDITiONAL PAGES FOR SPECiFiC AND GENERAL CONDITIONS BUiLDING CODE & PRODUCT REVIEW COIN-11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. A!'PROVED: 061'051200i PLANS REVIRIV..� CITY OF SANKA Francisco 1. Quintana, R.A. Director Miami -Dade Comite Building Code Compliance Oflic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE Oh' ACCEPTANCE: SPr'niziC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/C Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31 -1028 -EW -1, Sheets t through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installcd only at locations protected by a canopy or overhang such that the ang'.c between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arca arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the inttallation of this unit will require a hum, Drotcction system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shrill be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1..3 Any other documents required by the Building Official or the South Florida Building Co, (SFBC) in order to properly evaluate the install' icon of this system. Manu l Pcrc2, P.E. Product Co ro Exam: Product Control Division l Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 7001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi a.id the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tllc expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall'be done in its entirety. 7. A copy of this Acceptance as Nvell as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OFTiIIS ACCE1`'��NCL: Manu Pcrcz, P.E., Product Con tr scam Produ 'ntrol Division Glazed Units °;C R M-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing X 1 2'0" 1IT,r.. COP-WL-MA0141-02 MI. 02-0419.08 (Application Filed) r. 1 52.0 NO 2'6" 2'8" 2'10" 3'0" 1 X0, OX, 0X0 I Elam t . 2'8" + 1'0" Not Listed . 1 COP-WL-MA0143-02 Not Listed t.l r 02-0419.08 (Application Filed) t• . 52.0 1. l NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" To" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'U" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO I t 1'0" + 2'10" + 1'0" 'IT + 2'8" + 1'2" j 1'0" + 2'8" + 1'U" 1'G" < 3'0" + 1'0" 1'2" + 2'10" + 1'2" 12 +30 +12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 NO t 2'8" + 2'8" 2'10" 3'0" + 3'0" 2'6"-+- 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2"8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from tate Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4- Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struc[Lres). National, s' -ate or local building codes specify the edition required. Masonite Wernanonal structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, P•111202 & PAK,1. Oakc aff AR O EIC" k1l'MY `.IOnyt E""Co ADi 1 19. 7002 Our t001u,ft9 piaff n o1 p+o4i�uc1 tolDro.TmcM m)k" soccitiolhns. M'p mtl p•odua acl]il :VlgccA 10 c11)npe wtoout notice. ((��C, I PREMD 86',11. n O•��.,c Dort Masonite International Corporation Glued Units 2'0" 2'6" X 2'8" 2'10" 3'0". 3'6" ,. , 2'8'+ 1'0" 2'8" + 1'2' t 2'1J'' + 1'0" _ + 1,2„ 3'0" + 12" _ 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, 0X0 17" + 2'8" + 1'2" 1'0" + 2'8" + IV' 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2'8" + 2'8" + 2'8' 21G"+210"+2'1V 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 2'10" + 2'10" XX, OXXO 3'0" + 3'0" 26" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" i 3'0" + 3'0" + 3'0" ibOR- L MA0100-02 g FIBERGLASS DOORS 6'8" Height — Outswing 02-0418.03 COP-WL-MA0161-02 (Application Filed) 55.0 NO Not lsted Not Listed — - 02-0418.03 COP-WL-MA0163-02 (Application Filed) 55.0 NO 02-0418.03 ! COP-WL-MA0164-02 I (Applicalion Filed) 55.0 NO j 02-0418.03 COP-WL-MA0162-C2 I (Application Filed) 55.0 NO 02-0418.03 COP-WL-MA0165-02 I (Application Filed) I 55.0 i NO L 1. Dccr a, rzngements using fewer panels than wiia! is shorsn in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni a Wernstional website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite Internalional websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design S geographic location is determined by ASCE 7 (Minimum design loads for buildings and ocher structures). National, state or local building codes specify the edition required. 5. Masonite International struclural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Qak ,r aft AR K' fart �". zoat Oui,Wtu,10 p,oprain of o0f,o ;Mrovon3•nt MACS specific Kions. Otsipn ma praauCl d'U, to Change "41-1 Masonite International Corporation. Glazed Units i Xu. 0X, C X 0 s XX, OXXO 2'0" 2,6,, 2'8" 2'10" —� 3'0" 3'6" r 2'8" + 1'0" 2'8" + 17' 2'10" + 1'0" 2'10" + 17" 3'0" + 1'0" 37 + i'2" VC)" + 2'8" + 1'0" "0" - 210"IT" 1'2 + 2'8" + 17" -- 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" ► 1'2" 1.2.. + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3V' + 3'0" + 3,O" 2'8" + 2:3" 2'8' + 2 8" _ 2'10" + 210" 3'0" + 3'0a 2'6" + 2'8" + 2'6" + 2'6" TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" �z , y�.COP-Wl=MA0100'-02' , _ ; FIBERGLASS DOORS 8'0" Height — Inswing 02-0423.01 COP-WL-MA0146-02 (Application Filed) Not Listed Not Listed 02-0423.01 COP-WL-MA0148-02 I (Application Filed) 02-0423.01 COP-WL-MA0149-02 I (Application Filed) 02-0423.01 COP-WL-MA0147-02 I (Application Filed) 02-0423.01 COP-WL-MA0150-02 I (Application Filed) 40.0 1 NO 40.0 ( NO 40.0 1 NO 40.0 1 1 NO 40.0 1 NO Notes: 1. Door arrangements using fewer panels than, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from, the Masonite trternational website (www.masonite.com) or from the technical center. s. insia"anon inslruc.tions are available from the i;tasonite International website (www.masonite.com) or from the technical center. :. Ac:ua: cesEcn pressure requirament for a speci`ic cuiiding design & geographic location is determined by ASCE 7 (Minimum design loads for budings and other structures). National, state or local euilaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, (orced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PAM. Oak aft /�#R�EI�" w....; ,.. YD t..r",...r, r..,.. aa).zoz Masonite International Corporation 4cr n.nao iL Drc; ;n 01 uroeun �rc.prDament awes sDc9f.:,:brs. Cesfgn ::4 ;exar FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing X I Slnglbs(wldth�* 2'0" 1 1 COP WL MA0166 02 rl' 02-0423.03 (Application Filed) �• 47.0 1. NO 2'6" 2'8" 2'10" 3'0" 3'6" 1 1 - 2'8" + 1'0" Not Listed Not Listed 1 1 �1 02-0423.03 COP-WL-MA0168-02 (Application Filed) — — --t• 1 I •,. 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17" 3'0" + 1'0" 3'0" + 1'2" X0. Ox, 0X0 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1 2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201• PA202 & PA203. O akcraff AR EKe4 I.". GLASSSs FN1'"V 1)00"S Nw.T..a.nd Fi«ZLu Emry Oeun Apri 29. 2002 Our CO—O.p moo. DI product imp.ovcmenl m kci fpecdicXo nt. desipn Ind p.0dK1 dttli SvbitCl ID cNnge wdhoul nol,ce. r AlJY1 V'i��i✓�r/i. � / //.p Masonite International Corporation COP WL=_MA0100.02' FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 'Si- 1 - 1 AR 1 EIC' 2'0" , ,om —F.1 -5s —I'—RI)OONS 2'6" �/JC,'��n. ., T/lUY1✓V �r.��. �i� ❑ X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" AD��129. 2002 3'0" International Corporation pur -,-.ng .n9 DIO9nm Of 0,00"Ct mDrpvemtM m kti SOtVI.A-1. 01119. a.0 0100"11 3'6" Not Listed Not Listed — — felau Suoletl to Cn]nge w0.0ul .Ouet 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.10 2'10" + 17 COP-WL-MA0103-02 (Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" X0, OX, 0X0 1'0" + 2'8" + 1'0" 17 + 3'0" + 'IT 02-0109.10 1'2" + 2'10" + 1'2" COP-WL-MA0104-02 (Application Filed) 55.0 NO 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.10 2'10" + 2'10" COP-WL-MA0102-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.10 2'10" + 210" + 2'10" + 2'10" COP-WL-MA0105-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak raff AR 1 EIC' , ,om —F.1 -5s —I'—RI)OONS 1—T.— Fa tl"E7T Door �/JC,'��n. ., T/lUY1✓V �r.��. �i� ❑ ® AD��129. 2002 Masonite International Corporation pur -,-.ng .n9 DIO9nm Of 0,00"Ct mDrpvemtM m kti SOtVI.A-1. 01119. a.0 0100"11 felau Suoletl to Cn]nge w0.0ul .Ouet :SCOP=WL-MA0100 02 �. FIBERGLASS DOORS Opaque Units AR 1 EK" FI—GI.ASS—I"NY 000rrS r.MTua"M Hi..�u E.nry lbw+ /�r�� ❑ 6'8" Height — Outswing npr429.2002 Masonite International Corporation Our conl,nuin0 pro0ram or product irnpmv[nlMt mikes specrt"[ions, des,On and product Wad suDltcl 10 chxvc wilhou1 MUcr. 2'0" 2'6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" Not Listed — — 3'6" Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 02-0109.09 2'10-+1'2- COP-WL-MA0123-02 (Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, 0X0 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0109.09 1'2" + 2'10" + 17 COP-WL-MA0124-02 (Application Filed) 55.0 NO 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" _ 2'8" + 2'8" 02-0109.09 2'10" + 2'10" COP-WL-MA0122-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.09 COP WL-MA0125-02 (Application Filed) 55.0 NO 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakc aft AR 1 EK" FI—GI.ASS—I"NY 000rrS r.MTua"M Hi..�u E.nry lbw+ /�r�� ❑ n Oe• Y Deer npr429.2002 Masonite International Corporation Our conl,nuin0 pro0ram or product irnpmv[nlMt mikes specrt"[ions, des,On and product Wad suDltcl 10 chxvc wilhou1 MUcr. FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing Masonite International Corporation 2'0" 2'6" 02-0109.08 X 2'8" COP-WL-MA0106-02 (Application Filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — 1 1 I I I �.1 � �• 1 I 1. 2'8" + 17 2'8" + 17" 210" + 1'0" 02-0109.08 210" + 1'2" COP-WL-MA0108-02 (Application Filed) 55.0 NO 37 + 1'0" 37 + 1'2" 17 + 2'8" + 1'0" 1'0" + 210" + 17 X0, OX, 0X0 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0109.08 1'2" + 2'10" + 1'2" COP-WL-MA0109-02 (Application Filed) 55.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.08 2'10" + 2'10" COP-WL-MA0107-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.08 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0110-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR EK` e 1111: N G 1..,-1.1 N'I NY 1100 Fwn-T..wne E.e..gl." E- Doo., AD,' 29. 2002 0"r COnnnumg -9.. DI D,DavGt makel SDtCiIiCa, oe g. ono pwa aelad SoDlect 10 change witholll nonce. Masonite International Corporation FIBERGLASS DOORS Opaque Units 8'0" Height — Outswitig AR � EK'" r• 1 1 1 ...1 cd F IN I. Nl:1..SSS FN'I NV DOORS 2'0" PREMDa?(.:,//./.:,., 2'6" 02-0109.07 pprg 29. 2002 X 218" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" d"ad'01I,Ct to mange wilh..I notice. 3'0" Not Listed —M. — 3'6" Not Listed 1' I I 1 1 �.1 � �• 1 1 I 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.07 2'10" + 17 COP-WL-MA0128-02 (Application Filed) 55.0 NO 37 + 1'0" 37 + 17 1'0" + 2'8" + 1'0" 17 + 2'10" + 1'0" X0, OX, 0X0 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 'IT 1'0" + 3'0" + 1'0" 02-0109.07 17 + 2'10" + 17 COP-WL-MA0129-02 (Application Filed) 55.0 NO 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.07 2'10" + 2'10" COP-WL-MA0127-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.07 2'10" + 2'10" + 2'10" + 2'10" COP WL-MA0130-02 (Application Filed) 55.0 NO 3'0" + 37 + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakraft '1< AR � EK'" E. elr lro ...1 cd F IN I. Nl:1..SSS FN'I NV DOORS N T- F—tu"En Do"n PREMDa?(.:,//./.:,., pprg 29. 2002 Masonite International Corporation 0"r com —no program of p,oap improve makeS Spetifi lions. deSign and prodpel d"ad'01I,Ct to mange wilh..I notice. q� t MID-WL-MAO001 02 y r Unit SINGLE .••- 6• TYP. t 1" UNIT 8'0" UNIT •15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 118 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E .ciu.:rriy prom April 24. 2002 Masonite International Corporation OW conhmmn0 01091 m of u'odu- -movemenl makes Swd.Caq . deSpn and MduCt dKdd SublKi to Cnange WOW n0ke. X' "' O or OX Unit SINGLE DOOR WITH I SIDELITE 3' 6- 6- CL TYP. 1.TYP. TYP. TYP. 1 1 1 1 1/ 1 TYP. 618" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. ' I I 1 1• r 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" I t r r .r T r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include q8 and /10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. !n PREM0a'7�:�/...�:,lee Al 29 29•32 Masonite International Corporation l)W �0111•�� "� JI JJIanI UI al UouCl •�I';�'�'.C�..fn1 n<UECS SUCC�r4:rUUn1. aesgn anc cacao aeua SAW 10 cnanpe w0oul nol¢e. OXO 1 '1I1a Unit SINGLE DOOR WITH 2 SIDELITES TYP. TYP. CL TYP. TYP. 1 11 ~I li 11 1 it II 1 II 11 1 it I~ I ► t T f ►► I 1 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Mill • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include k8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. w PRE/l'f` vim:'(..//,.✓:,, a April 29, 2002 Masonite International Corporation �hn co��e�np BUp�yn W uuUu:` %., ..muu m:hs tlrrCJaaimn•• ac,Un a�c u, uo�n arias zooid 11 _^ Q, wdho., nui�u. OXXO '111 I Unit ' DOUBLE DOOR WITH 2 SIDELITES 6• 3. CL TYF TYP. TYP. ♦ !! ♦ l 1 1 1 1 1 ! IF t t t t 6' TYP. 1 1 t ! t 6' TYP. 6'8' UNIT 8'0' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • Width of door unit plus 1/2" • 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1, Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. W1 e al.,�..Ir 1,•m PRE,tif� ';:�:✓G,.:,., � Lei® �D...Du ADIii 29 2002 Masonite International Corporation Ow cor'l-1-0 D10013m DI Dlodun-DINMI-1 makes 1D -t-01.05. dtsq• Jnd P,.6u0 de1Dd $.1)110 ID 0110e -h-0 rO e XX Glazed Inswing Unit APPROVED ARRANGEMENT: q C0P-WL-MA0142`-02 -- - a FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit We - 6V x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 000 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 0 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL, 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' -This glass kit may also be used In the following door style: Eyebrow 5 -panel with scroll. Oak raft AF EK'" E.tt.-111I.oT FIULNCLA151: NI M1' UOO— T...— iE«r4a.Ewrpow+ L ��/�n�,1I"iri,El ✓O April 29 2002 fi 2'� , Ow conl,nulnp WOgtam of drodun •naW+emem makes speofiCal.Ons. design and product d<lail SuDlect to cnanpe w.lhout nonce S} 0 ti3.:.�±. { aw 0 I L"" Ju q C0P-WL-MA0142`-02 -- - a FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit We - 6V x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 000 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 0 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL, 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' -This glass kit may also be used In the following door style: Eyebrow 5 -panel with scroll. Oak raft AF EK'" E.tt.-111I.oT FIULNCLA151: NI M1' UOO— T...— iE«r4a.Ewrpow+ L ��/�n�,1I"iri,El ✓O April 29 2002 r Oe - Masonite International Corporation Ow conl,nulnp WOgtam of drodun •naW+emem makes speofiCal.Ons. design and product d<lail SuDlect to cnanpe w.lhout nonce XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 4D4 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,� / &a�p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raff AR k EK" 'Ir e,l F. 11C. :"I's l:nl Hl'`Un1�N♦ .`b, -T<., ra e. E.,v Dow. April 29. 2002 Our conbnvng urogram of otoduct vnorovemenl rhAes specifications. design and product detail subject to change withoui nol¢e. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: - C,OP=EWL-MA0143 02 R FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Single Door with 1 Sidelite Maximum unit size = 6T x 6Y Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 DDD 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ 00 Od ❑ ° � 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series- -this glass 40 :nay also be used in the lollowing door style: Eyebrow 5 -panel with scrod Oak raff AR EK- E...,... i �uceccs,,, Gr<'1'Nl"^U•)ON5 ,-r.,,,,..are..r..,Fa..oma.. PREM Gv'Z(,,11, 1 ' April 29.2002 Masonite International Corporation Our comp,,, 0,an+ of proouo m,o,o+Hoenl —bes meat -0-1. oes-un a:a rxuu 0eui1 -C cnanpe .11.0.1 nonce XO or • C.OP-WL-MA094.3 02 R' Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 DO " 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTIA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,�� / &-X�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, raft AR k EW r`r lrlKGr. .>51.�"fN, UrluM] Non.Tum.W F.-. bmy Door April 29. 2002 Our woor— a1 woduU a Do e-mr -An somiicAtons, des,Qn and Orodw demi sr,eci to cronge -1,,00 noirce PREM �';: (.,//.,�:, ❑ f•Uov.ety r e.n�� Masonite International Corporation l OXO Glazed Inswing Unit APPROVED ARRANGEMENT: COPS WL-MA0144 02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D0� 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 00 0 ° a a0 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style. Eyebrow 5 panel will, scroll. Oak raft AR EK'� r...e,....e- e e.... 1,1"L Nf:LA\\ Lr�'1'N l' Ul)()1t1 tWnr..and {DerNu Envr Oxon April 29,2002 - Masonite International Corporation t" O 3 O COPS WL-MA0144 02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D0� 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 00 0 ° a a0 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style. Eyebrow 5 panel will, scroll. Oak raft AR EK'� r...e,....e- e e.... 1,1"L Nf:LA\\ Lr�'1'N l' Ul)()1t1 tWnr..and {DerNu Envr Oxon April 29,2002 - Masonite International Corporation Ow com.u., D,oO,am of p,oauct makes SDee�riCJhons. 0-p ana Drooucl oelaa suDiect to change wnhout nonce. • • :COP.WL-MA0144 02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: x 00 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CEf?rIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR ESC" F—RCL\SS LN I'KV U(IUNS -T- FA.e— Env, Dow, April 29, 2002 0., continuing program or WOW MDro—ent mantes sDecilications, design and Droducl detail subject to change without notice. C,` E,<lufv<IY r,om PRUYI Vn�r✓��n l% Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: M COPML-MA0145 01.. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size = 127 x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 an a0 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR' EW I:IIILRCLASS LN'I N\',000.S —T.— f—, Dow. l-Yan a / �m April 29. 2002 Masonite International Corporation f' i l § Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size = 127 x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 an a0 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR' EW I:IIILRCLASS LN'I N\',000.S —T.— f—, Dow. l-Yan a / �m April 29. 2002 Masonite International Corporation Ou. con1.—N Wool— of o.00un sIorove—1 mates sDK.fical;ons. oes.On and o.o0u[I oela.l S,olec, to (Range w.n.00 no,Ke. OXX0 SCOP-WL-MA01'45 02 5 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: no ❑o 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: s N- 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raff AR 1 EK'" eu. ;Ln_,s EKr xs uuun> ---1 F rp tm Dow. April 29. 2002 our o1 product ..w.ement makes Spttd2algnS, design and prpdUct detail subject to change without notice. El Masonite International Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0" x 87 Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am on 00 822 Series 1/2 GLASS: a ao 404 Series 108 Series O akcraff Latua�.ely , om rUln t Qy Masonite International Corporation AR EK" LIIt LKC".LA.S1 LNIRY DOORS f—j—Env, Doo- Ap'it29,2002 0., Cont'—ng "'00-1 of ,,od.C1 rmo,o—ent makes SpCCihcalions, design and p,dduet oeiad sunieCt to Change wdhodt noiae. XX COP-WL-MA0147.02gGlazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). / &Eq 1 "- ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR EKC 1tU1:Nt�t��.�Lt�lltl `I)rT�IK.� W-T..WIW fewrau E•wTDw�. April 29. 2002 Oul cDm nllnu,ng wo0raof Drodua nn oro—tnl makes SD,,ilKalgns, design and Droducl delai� Suoleci 10 change .4how noLCe PREM v'„ G.J/ _ f.clu.�r.ly Irom ✓.:, •• Or• ,Dee.. Masonite International Corporation XO or • ' COP-WL-MA0148 02 . Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 67 x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DID DD DD 822 Series 1/2 GLASS: a El DD 404 Series 108 Series Oak raft AR 1 EK'" I:11i-1:1.A1N El I I<s',nl)1)N\ -T-- EA.e— En Door. Ali nl 29, 2002 OUI co,it 0mg o,ogonl 01 D10aoc1 m+m0,toi"I mNCs sOfGL(P1g01. aeS,g^ 200 0-1- 001111 S�UWII 10 "Oot w000N W -C, f.11u.irelr Iron PREM? :'"r...//., Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: eCOP WL-MA01.48.02 8'0" FIBERGLASS DOOMS 1 0 - 300 Series :T 450 Series 852 Series 810 Series 300 Series CERTPFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). / &at�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR4 EK 1'111E:H<:1AS1 LNEN y',1)I ll),N1 MN-Te.—f. ". E.-0— April 19, 2002 Our cont,nuin0 Dropram of Pro - �mpr-emem makes sport -t -s. oesign and product dead wDlen to mange wnoow nonce. f.<lutirely Iron m Du• y Dee.. Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: .COP, VL-MA0149.02 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 97 x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series Oak raff ARS EKC INI III: XGLA1'1 L., Nl',UnnN.1 Non.T..wr.a iA«Na.. E"uy Oo«s April 29. 2002 oui co, uhu,ng program of pfoou[I irlDrorernenl makes SDtcdiUhons. desrpn and pioducl detail subject to change without nohEe. 11111 0o 00 822 Series 108 Series ESC.' I ALJY1 V�n�r.��.✓n E.<I�sirely Iron /L,, El Masonite International Corporation 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 97 x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series Oak raff ARS EKC INI III: XGLA1'1 L., Nl',UnnN.1 Non.T..wr.a iA«Na.. E"uy Oo«s April 29. 2002 oui co, uhu,ng program of pfoou[I irlDrorernenl makes SDtcdiUhons. desrpn and pioducl detail subject to change without nohEe. 11111 0o 00 822 Series 108 Series ESC.' I ALJY1 V�n�r.��.✓n E.<I�sirely Iron /L,, El Masonite International Corporation oxo COP -WL_MA0,jtj902 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 777 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075' minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1��f / aaf�5� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEW FlULKOLASS LN'I NY GOONS 1-T.- ,%. Enr., D. April 29. 2002 Our continuing program at product imp— meM makes spec i-iions, design and produa detail subject to change without notice. �/)r. , E.<lurrr v Iron /J`/f PRE v�?� ,'. ren VV A .• Ou. Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT. COP-WL=MA0150 02 89 0 " FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: a oa 404 Series Oak raft AFS 1 EK" I'IBERCLA.- LN'1'Itl" D1111N.1 - r—T--Eal.rrbuE,,"D— April 29. 2002 Out cont -g Dlog(am of Drddua lmu O Mcht MakeS SM"calic'S. dci'po and DloduC' delay Subject to change without not -cc. EJ 108 Series E.(lufi.ely Irom o�.ulr o Masonite International Corporation ,w O M, u i( 3`ti4, Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: a oa 404 Series Oak raft AFS 1 EK" I'IBERCLA.- LN'1'Itl" D1111N.1 - r—T--Eal.rrbuE,,"D— April 29. 2002 Out cont -g Dlog(am of Drddua lmu O Mcht MakeS SM"calic'S. dci'po and DloduC' delay Subject to change without not -cc. EJ 108 Series E.(lufi.ely Irom o�.ulr o Masonite International Corporation OXX0 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: .W. t 810 Series 300 Series APPROVED SIDELITE STYLES: sM 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EK'- I7IIILR(:L INS L,', I'Hy 11.10Ntir•e,.i�.w.<ar,pw�•uE•w,0- Apn' 29. 2002 Our ronlaw�p proQr of proaua makes spec�fc>Ians. oesipn and woo.a te'ii suoieo to cnanpe wnhw w- PREM vin (...//,'.1,:,.. E.a1u,:rery r.�m m Or• Masonite International Corporalion 1 XX Glazed Outswing Unit C0? WL-MA0162 02 ,.; FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" z WEI". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA. 23 RIL. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR k EW I 1 1: K 1:1 ASN C I IN 1'`I1 t 10 NS Norvi.. u.eE fAe.tlau E��v1 p^^r. ❑ �e April 29. 2002 •. O" 1 De O -, O d x r Fv Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" z WEI". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA. 23 RIL. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR k EW I 1 1: K 1:1 ASN C I IN 1'`I1 t 10 NS Norvi.. u.eE fAe.tlau E��v1 p^^r. ❑ �e April 29. 2002 •. O" 1 De Masonite International Corporation 0., co.j.^D DI UDra^I of p,od,Cl Amor emenl makes SD[01S. design and D1oduC1 aela�l s�oien to cna^Oe wnnoul nolrte XX Glazed Outswing Unit C0PML MA0162 02.1. FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 >a 1< as 00 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core_ Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,�/ &-X3� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR' EK" 11-1 I I"E: It t:L.\.11 LN IN DO S Non.T•.w FA•q( En D April 29, 2002 00, cons n ,ng p,o'l or pi,.j a i npr menl makes speevi-tions. design and product dela., 1^1CI In change w n0u1 m-ce PREM � ?: ,,ii,n,. E.<�ui�.ely �•om m Oma• , Oe Masonite International Corporation Af 1' II Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site = 6'0" x 8'0" Design Pressure +47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: MM 00 0o 822 Series 1/2 GLASS: EJ 00 404 Series 108 Series O akcraff AF -k EK'" n,l�yrain 'E�xi e.l 1'IBLRGLASS LNI'Ml' DOORS N T..„ iiDerr.0 E. - Dow+ Apn129. 2002 Ow CW1,n-9 o,o0,amoI O,oOua «•+o�ovemenl makes sMUh<ar�ons. o<sry^ and P10.0 acua wnieu w cronee wmwul nonce f..��++ety Loin Masonite International Corporation 3/4' X 1-1/2" X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE OOOR.--� 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1 -1/2 -LAG SCREWS. -- 1 FOR 16' X 7' USE c 1/4" X 3/4" HEX HEAD SELF A DRILLING SCREW TT DETAIL D 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 63" (16' X 7') OPENING HEIGHT (NOT OVER DOOR HEIGHT) 42"(16' X 7') 54'(9' X 7') 21'(16' X 7') 33"(9' X 7') 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5' 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL. (SEE DETAILAP j OVER END STILES. 18 GAGE GALV. STEEL_ `20 GAGE GALV. STEEL CENTER HINGE -J CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1 -1/2 - LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE G 2422 WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE 11 NEGATNE r F 2413 8'-0" 1 7'-0' +32.8 -37.4 +49.2 1 -56.1 "�' ` E 2137 9--0' 7'-0" +29.1 -33.3 +43.7 -49.9 - -•. D 1724 16'-0" 7'-0" +23.6 1 -26.3 +35.4 1 -39.5 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735- 19-1/2', 21"OR 24" HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2' T X 1/2" LONG 4GE BOLT do NUT TOGA. GALV. STEEL DATE: TOP BRACKET WITH ANG. t 1' TGA. ROLLER HOLDER WITH NOTE ALL NON-DESCRIPTTVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS do NUTS OR 2 FASTENERS. 1/4'X 3/4" LONG HEX HEAD SELF DRILLING SCREWS.. (2 PER VERTICAL STILE) 5 STRUTS 3" 18CA WIDE (SEE DETAIL A) OPTIONAL SSB GLASS LIGHTS CENTER STILES (5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS (3 COLUMNS)----_ 7. 7' 16' X 7' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. B I B TIRE: STEEL 10 BALL L—j IL—if 8' AND 9' WIDE DOORS In 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL. o SEE DETAIL C A 16' 4"X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 14 GAGE GALV. STEEL END (4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. HINGE ATTACHED WITH (4) OR ((120 SQ. IN. MIN. (5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) OPTIONAL, 4 STRUTS 3" 20GA WIDE (SEE DETAIL A) 4"X 16" AIR VENTS PHONAL LOCK (2) REQ'D. _ (60 SQ. IN. MIN. BB I TOTAL OPEN AREA) GALVANIZED STEEL STRUT. OPTIONAL 7' ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. (2 PER VERTICAL STILE) 9' 20 GAGE END CAP (SINGLE CAR) CENTER STILES do CENTER 20 GAGE END STILES HINGES (1 COLUMN) 2" — i t-- 3 1.25' 1-3/8" POLYSTYRENE INSULATION G O C OPTIONAL FOR MOD. 724 AND 7300 O 0 " rE GALV. STEEL BOTTOM BRACKET OTTACHED WITH 2 FASTENERS OTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. �-- — 2.75" ---� L.H. DETAIL A 3' 20GA WIDE sTRur FOR A 16' X 7' DOOR USE ONE DETAIL C 3" 18GA WIDE STRUT SECTION A -A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', '© 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHrTECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. .THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. jDU OF HINGE, END STILE, CAP AND RAIL TYP, 6 PLACES, DATE: AND USE LONG STEM ROLLERS. ANG. t 1' (/1 NOTE ALL NON-DESCRIPTTVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS do NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. � f - SCALE PLOT SCALET G 2422 3/5/02 KOO ! 3/Q r F 2413 1/25/02 WILLIAM L 4DEMANN P -E;_ "�' ` E 2137 2/9/00 Consulting Structural Engmeex '•} - -•. D 1724 6/24/97 1140 Anderson Street -, ' C 1549A Clermont, FL 34711 B 1549 (352) 242 0100 A 1449 1366 (11-01 —94) (SCATES' NOTE: GLAZING DOES NOT © SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV P.O. BOX 13858 �7� MAUMELLE, AR. W 1LL� SOR IMR 72113 0 (501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 0 DWG. WAS PART NAME: O G tolss3—B, s WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 0150% MPH, FBC RAG± 1/64 DEC.Dt .015 NEXT LEVEL DATE: DWG. NO. ANG. t 1' 9/14/94 99—B-033 SCALE PLOT SCALET DRN. BY SHEET 1 OF 3 NONE 1=1 GDR OPENING HEIGHT (NOT OVER DOOR 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS. g FOR 18' X 7' 2" GALV. STEEL & 18' X 8' USE VERTICAL TRACK 1/4" X 3/4' 16G0. 16'X8') HEX HEAD SELF 13GA. 18'X7', DRILLING SCREW DETAIL D 18'X8') ' X 1/2' LONGUSE FOUR RIAGE BOLT & NUT FOR 16'X8' FASTENERS 63" (18' X 7') 72" (18' X 8) 72" (16' X 8' 72' (10' X 8') 54 (18' X 7') 63" 18 X 8' 63" (9' X 8') 42" (18' X 7') ____T48 8" (18' X 8•) 48" (16• X 8') 33' (184X 7�) X 8') �39' (18' X 8') 39" (9' X 8') 3/4" POLYSTYRENE 21 (18' X 7') INSULATION 24' 18' X 8' STANDARD FOR 24" (16' X 8') MODEL 735 -� 24' (10' X 8') 15" (18' X 7') - 15" (18' X 8') 19-1/2', 21' OR 24" HIGH PANEL GALV. 16GA. GALV. STEEL ON 9'X8'. TOP BRACKET WITH 3" 18GA WIDE I 14GA. ROLLER (SEE DETAIL A) HOLDER WITH I NEGATIVE 2 FASTENERS. 0O FOR 18'X7' & 18'X8- SEE TOP BRACKET -43.7 ON PAGE 3 USE TWO EXTRA +33.0 -36.9 16' X 8' & 10' X 8' DOOR SELF DRILLING 16'-0" 2" ROLLER WITH 7/16' SCREWS THROUGH 00 DIA. LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2" HURRICANE ROLLER ON 16X8, 18'X7' L.H. WITH 7/16" DIA. & 18'X8'. LONG STEM. RAILS 8 STRUTS _ 3" 18GA WIDE (SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C - USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10•X8'. TIRE: STEEL w o-ij_ 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18• X 7' & 18' X 8': 13GA. END CAP & RIVETS. - 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. B 16'X8' & 18'X8 DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- 2• GALVANIZED STEEL STRUT. 5-119• X 8• (3 BRACKETS) 16' X 8' (4 BRACKETS) PAINTED STEEL ATTACHED WITH 1/4" X 3/4- 110 X 8' 4 BRACKETS) 11 8' X 7' 7 BRACKETS)) 26 GA ALL LONG HEX HEAD SELF 18' X 8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 24 GA. MODEL (2 PER VERTICAL STILE) 20 GAGE END STILES -FASTENED 750 WITH TOG-L-LOCS TO PANEL GAGE SEE 6 STRUTS - STILES 3" 18GA WIDE SECTION (SEE DETAIL A) ATTACHED WITH TOG -L -LOC OR POP RIVETS f- 1,25" TO PANELS. -10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY I NEGATIVE 1D LOCK OPTIONAL--- PTIONAL OPTIONAL SSB GLASS USE END CAP OVER END STILES. 1-3/8" POLYSTYRENE 3" 20GA WIDE (SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 & 730. "X 16" 1 13GA GALV. 4AIR VENTS STEEL 2 REQ A BOTTOM BRACKET �260 )SQ. IN. MIN. 13 ATTACHED WITH 3 2^ FASTENERS (16'X8'). TOTAL OPEN AREA) 18 GAGE GALV. STEEL CENTER HINGE SECTION 8-B I DESIGN PRESSURE 4 FASTENERS (18'X7' C & 18'X8'). 2 FASTENERS (9'X8') AND (10'X8'). ATTACHED WITH 4 FASTENERS. 20 GAGE GALV. STEEL CENTER STILE SECTION A -A ATTACHED WITH TOG -L -LOC OR POP RIVETS f- 1,25" TO PANELS. -10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY I NEGATIVE AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16^ X 1-1/2" 8'-0' +25.5 -29.1 +38.2 -43.7 10'-0" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. +33.0 -36.9 +49.6 -55.3 16'-0" 8'-0" P.S.F. TABLE +36.6 -41.1 18'-0" 3" +27.3 -30.7 +41.0 -46.0 18'-0' 7•-0' +27.3 -30.7 1 +41.0 DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT I POSITIVE I NEGATIVE I POSITIVE I NEGATIVE 9'-O" 8'-0' +25.5 -29.1 +38.2 -43.7 10'-0" 8'-0' +33.0 -36.9 +49.6 -55.3 16'-0" 8'-0" +24.3 -27.3 +36.6 -41.1 18'-0" 81-0" +27.3 -30.7 +41.0 -46.0 18'-0' 7•-0' +27.3 -30.7 1 +41.0 -46.0 CENTER STILES & HINGES (1 COLLIN SEE DETAIL C 4"X 16" AIR VENTS (4) REQ'D. ((120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATF CONSTRUCTION USING (2) STRUTS./. - 9' - (SINGLE CAR) OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4"X 16' AIR VENTS (4) REQ'D. OPTIONAL. (120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS UGHTS-% 16' (DOUBLE CAR) OPTIONAL SSB GLASS 5 STRUTS - 3' D� 18GA WI 7 (SEE DETAIL A) 1 4"X 16" AIR VENTS 1 B 8' 2) REQ'D. B 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL LOCK NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS & NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. f-- 2,75• -r{ 3�p/` .L r G 2422 3/5/02 KDD DETAIL A F 2413 1/25/02 3" 18GA WIDE STRUT WILLIAM T. LINDEMANN rt - DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "13% 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural EngJ6 E 2137 2/9/00 ` D 1724 6/24/97 1140 Anderson Street g O 101993-8, 9 Clermont, FL 34711 :. `. , C 1549A ( 352) 242 - 0100 B 1549 A 1449 (9-8-95) © NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC 1366 (11-01-94)(SCA REV. E.C.N. DATE APPF `CENTER STILE (7) COLUMNS ©CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS . B `CENTER STILES () COLUMN CENTER HINGES S ALTERNqF CONSTRUCTION USING (2) STRUTS.7- B CENTER STILES & CENTER/ (SINGLE CAR) HINGES (1 COLUMN)�� OPTIONAL LOCK P.O. BOX 13858 ® �7� MAUMELLE, AR. ILEA VV SOD D)OOR 72113 1(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: g O 101993-8, 9 WINDLOAD FOR SBC RESIDENTIAL 100 @150% STEEL DOOR MPH, FBC 120 MPH EXPOSURE "B" NEXT LEVEL DATE: DWG. NO. 9/14/94 99-8-033 SCALE PLOT SCALE DRN. BY SHEET 2 OF 3 NONE 1=1 GDR " 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. K2" FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS. Q STEELTRACK FOR 18' X 8' USE 'X8')'X8') 1/4" X 3/4' THEX HEAD SELF DRILLING SCREW --'DETAIL D OPENING HEIGHT (NOT OVER DOOR 72" (18' X 8') 72' (16' X 8') 72"(10'X8') 63" 18' X 8') 63" �9' X 8') 148' (16' X 48' (16' X 48' (10' X 39" (18' X 8') 39' (9' X 8') 24' (18' X 8') —7' 24' 11 X 8' I ' 24' (1(' X 8') (18' X 8') 3/4' POLYSTYF INSULATION STANDARD FOR > MODEL <9 G 19-1/2'; 21' OR 24" HIGH PANEL GALV. AND PRE 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. 6DNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 96'X8'& 1O'X8'DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL 18' X 8' DOOR 2" HURRICANE ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL 9'X8' 2" ROLLER WITH I 7/16" DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 16'X8' & 18'X8' POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 5-J 9' X 8' (3 BRACKETS) 16' X 8' (4 BRACKETS) PAINTED STEEL 2~ ATTACHED WITIZED H 1/4 STRUT. 3/4' 10 X 8 4 BRACKETS) 18' X 8' 7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED 24 GA. MODEL2 PER VERTICAL STILE WRH TOG-L-LOCS TO PANEL 750 ( ) USE END CAP OVER END STILES. © 1-3/8' POLYSTYRENE (SEE DETAIL C) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2' FASTENERS (16'X8'). 4 FASTENERS18X8'). 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A—A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG -L -LOC OR POP RIVETS --1 I— 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1 -1/2 - LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 3' USE FOUR FASTENERS r �� ON WX8'.- USE TWO EXTRA SELF DRILLING SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA LEAF OF HINGE SELF DRILLING AND END STILE, SCREW THROUGH l8'X88',.. X8 AND L.H. TOP LEAF OF 18HINGE ON 10'X8'. - 9' X 8': 1 O'X 8' 20GA. END CAP, NO RIVETS. 16' X 8': 16GA. END CAP & RIVETS. 18' X 8': 13GA. END CAP & RIVETS. i i - RAIL t 20 GAGE END STILES Oc . E DETAIL C . OPTIONAI. SSB GLASS L�HTS, US12) (SEE DETAIL A) B 4'X 16' AIR VENTS (2) REO'D. (60 SQ. IN. MIN. TOTAL OPEN AREA) 10 STRUTS - 3' 18GA WIDE (SEE .DETAIL A) LOCK OPTIONAL SEE DETAIL CENTER STILES & CEM/ (SINGLE CAR) HINGES (1 COWMN)- OPTIONAL 3' I8GA WIDE (SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C - 4'X 16' AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTALOPEN AREA) OPTIONAL TKO! 9 e' OPTIONAL SSB GLASS 4'X 16' AIR VENTS 18' (DOUBLE CAR) (4) REO'D. (120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. 6' `CENTER STILE (7) COLUMNS © CENTER HINGES (5) COLUMNS ALTERNATE OPTIONAL SSB GLASS LIGHTS- USING (2) 16' (DOUBLE CAR) G COLUM HINGES (( COLUMNS OPTIONAL SSB GLASS LIGHTS-\ U51T RN14 4'X 16' AIR VENTS (2) REQ'D. (60 SQ. IN. MIN. TOTAL OPEN AREA) CENTER STILES & C� (SINGLE GAR) HINGES (1 COLUMN) OPxw4AL NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4--20 X 5/8" HEX BOLTS & NUTS OR 1/4 X 1/2" LONG HEX HEAD SHEET METALSCREWS. W 1LLV1LJ/►1� �--- 2.75" DETAIL A 3' 180A WIDE STRUT WIL LI'.AM T. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting SiTuctcrai E iifiiCr LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 kod'm0r1 Streif- -PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © Clermcmt, FL 34711. 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE (352) 242-0100 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. © DEBRIS REQUIREMENTS IN FBC G 2422 F 2413 E 2137 D 1724 C 1549A B 1549 A 1449 1366 REV.1 E.C.N. 3/5/02 KDD B P.O. BOX 13858 MAUMELLE, AR. 72113 ) 562-1 1/25/02 MODELS: P.S.F. TABLE 730, 735, 750, 550 DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0- 8'-0" +25.5 -29.1 +38.2 -43.7 10'-0' 8'-0' +33.0 -36.9 +49.6 -55.3 16'-0" 8'-0' +24.3 -27.3 +36.6 -41.1 18'-0' 6'-0" +27.3 -30.7 +41.0 -46.0 3' USE FOUR FASTENERS r �� ON WX8'.- USE TWO EXTRA SELF DRILLING SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA LEAF OF HINGE SELF DRILLING AND END STILE, SCREW THROUGH l8'X88',.. X8 AND L.H. TOP LEAF OF 18HINGE ON 10'X8'. - 9' X 8': 1 O'X 8' 20GA. END CAP, NO RIVETS. 16' X 8': 16GA. END CAP & RIVETS. 18' X 8': 13GA. END CAP & RIVETS. i i - RAIL t 20 GAGE END STILES Oc . E DETAIL C . OPTIONAI. SSB GLASS L�HTS, US12) (SEE DETAIL A) B 4'X 16' AIR VENTS (2) REO'D. (60 SQ. IN. MIN. TOTAL OPEN AREA) 10 STRUTS - 3' 18GA WIDE (SEE .DETAIL A) LOCK OPTIONAL SEE DETAIL CENTER STILES & CEM/ (SINGLE CAR) HINGES (1 COWMN)- OPTIONAL 3' I8GA WIDE (SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C - 4'X 16' AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTALOPEN AREA) OPTIONAL TKO! 9 e' OPTIONAL SSB GLASS 4'X 16' AIR VENTS 18' (DOUBLE CAR) (4) REO'D. (120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL. 6' `CENTER STILE (7) COLUMNS © CENTER HINGES (5) COLUMNS ALTERNATE OPTIONAL SSB GLASS LIGHTS- USING (2) 16' (DOUBLE CAR) G COLUM HINGES (( COLUMNS OPTIONAL SSB GLASS LIGHTS-\ U51T RN14 4'X 16' AIR VENTS (2) REQ'D. (60 SQ. IN. MIN. TOTAL OPEN AREA) CENTER STILES & C� (SINGLE GAR) HINGES (1 COLUMN) OPxw4AL NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4--20 X 5/8" HEX BOLTS & NUTS OR 1/4 X 1/2" LONG HEX HEAD SHEET METALSCREWS. W 1LLV1LJ/►1� �--- 2.75" DETAIL A 3' 180A WIDE STRUT WIL LI'.AM T. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting SiTuctcrai E iifiiCr LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 kod'm0r1 Streif- -PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © Clermcmt, FL 34711. 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE (352) 242-0100 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. © DEBRIS REQUIREMENTS IN FBC G 2422 F 2413 E 2137 D 1724 C 1549A B 1549 A 1449 1366 REV.1 E.C.N. 3/5/02 KDD B P.O. BOX 13858 MAUMELLE, AR. 72113 ) 562-1 1/25/02 MODELS: 724, 426, 730, 735, 750, 550 I/9/00 i/24/97 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD FOR SBC 120 MPH RESIDENTIAL STEEL DOOR 100 0150% MPH, FBC EXPOSURE "B" NEXT LEVEL PLOT KALE DATE: 9/14/94 DR GDR DWG. NO. 99—B-033 SHEET 3 OF 3 11-01-94) (SCATES) DATE APPROV. NONE roRM' 600A-2001 FLORIDA ENERGY EFFICIE CY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 Builder: DR NORTON Address:3� I �� C_r Permitting Office: City, State: S _ �� %� Permit Number: Owner: jr).TpN 3 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 5 _ b_ N/A _ 5. Is this a worst case? Yes _ _ 6. Conditioned floor area (ft2) 2284 ft2 c. N/A 7. Glass area & type _ _ a. Clear - single pane 259.0 112 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.90 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation _ R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 320.0112 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 835.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 876.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 330.0 ft2 d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0,1809.0 ft2 _ 15. HVAC credits PT, b. N/A _ (CF -Ceiling fan, CV -Cross ventilation, c. N/A i HF -Whole house fan, 11. Ducts 1� _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ -C -Multizone cooling, b. N/A I MZ -H -Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASS Total base points: 36048 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:� DATE: I hereby certify that this building, as designed, is in compliance with the Florid Ener - y fie. =JWNER/AGE T: DATI W M3 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. y0ZiiE ST�1�0 d BUILDING OFFICIAL:PLA,. DATE: -�-- -� '�ED EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS --` . Residential Whole Building Performance Method A - Details ( ADDRESS: , , , PERMIT #: I EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points .18 2284.0 25.78 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 .WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1809.0 2.13 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 161.0(p) -31.8 -5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p -31.90 -5135.9 Raised 320.0 -3.43 -1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -6217.4 As -Built Total: 481.0 -4559.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 j BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 44525.2 0.4266 18994.4 50043.1 50043:1 1.000 1.00 (1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 j FORM 60OA-2001 INTER CALCULATIONS ` Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 J,�WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0' 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1809.0 0.64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 161.0(p) -1.9 -305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 320.0 -0.20 -64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: -369.9 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCS13 v3.2 FORM 60OA-2001 WINTER CALCULATIONS. Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: EnergyGauge rm DCA Form 60OA-2001 EnergyGaugeWlaRES2001 FLRCSB v3.2 BASE AS -BUIL" INFILTRATION Area X BWPM = Points Area X WPM = Points 2284.0 -0.28 -639.5 2284:0 -0.28 -639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 (1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGauge rm DCA Form 60OA-2001 EnergyGaugeWlaRES2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE. COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE CODE COMPLIANCE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Hot Water = Total Points Points Points Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 ?� ST 9r�� EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 18994 4233 12820 36048 1 15199 4828 13118 33145 ?� ST 9r�� EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist ` Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfrn/s .ft. door area. CHECK Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility Swimming Pools & Spas 612.1 penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1_2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. Air Distribution Systems 610.1 EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, HVAC Controls 607.1 —Separate soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; Insulation 604.1, 602.1 Ceilings -Min- R-19. Common walls -Frame R-11 or CBS R-3 both sides. attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MFASIIRFS fmuct ho mo* ^r n---4-4 f. -11 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, .mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min'. insulation. HVAC Controls 607.1 —Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min- R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"A DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6_ Conditioned floor area (ft2) 7. Glass area & type a_ Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b_ Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior a�. c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c_ N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 5 _ b. N/A Yes _ 2284 ft2 c. N/A 259.0 112 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 161.0(p) ft _ c. N/A R=11.0, 320.0112 _ 14. Hot water systems _ a. Electric Resistance R=3.0, 835.0 112 _ R=11.0, 876.0 ft2 _ b. N/A R=11.0, 330.0 ft2 _ _ c. Conservation credits (HR -Heat recovery, Solar DHP-Dedicated heat pump) R=19.0,1809.0 112 _ 15. HVAC credits _ (CF -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB -Attic radiant barrier, MZ -C -Multizone. cooling, MZ -H -Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. -Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:y� Date: 'XJ V Cap: 48.0 kBtu/hr _ SEER: 12.00 Cap: 48.0 kBtu/hr _ HSPF: 7.90 Cap: 50.0 gallons - EF: 0.86 PT, y0� THE Stj T 9TAO.t a Address of New Home: l e City/FL Zip: SM UD M_ 004 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), �,�your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT -J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 . ' 109 COMMERCE STREET, LAKE MARY, FL 32746-0206 Phone: (407) 831-2665 For: DR HORTON Notes: DR HORTON—MODEL 2289 s Desi n Information Weather: Orlando—AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Design temperature swing Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Building heat loss 36319 Btuh Structure Ventilation air 0 cfm Ventilation ` Ventilation air loss 0 Btuh Design temperature swing �. Design heat load 36319 Btuh Use mfg. data Summary Make TRANE Rate/swing multiplier Infiltration Total sens. equip. load Method Simplified Construction quality Average Fireplaces 0 Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh 30460 Btuh 1485 Btuh 3.0 OF n 0.98 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains Heating Cooling Area (ft2) 2284 2284 Volume (ft3) 18742 18742 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 47°F 0 OF 1600 cfm 0.044 cfm/Btuh 30460 Btuh 1485 Btuh 3.0 OF n 0.98 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.053 cfm/Btuh 81 % wreghtsoft Right -Suite Residential TM 5.0.64 RSR26016 2002 -Mar -01 08:28:50 ACC , E:lFiles\DR HORTON 200Z2289t2289.rsr Page 1 RIGHT -J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 83i-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 W x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 °F Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft' Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 W x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 3. Summer infiltration HTM 2479 Btuh / 297 ft2 °F Summer TD = 2479 Btuh Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist -diff. x 125 cfm = 3692 Btuh rroceaure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed „� wrog htsoft Right -Suite Residential- 5.0.64 RSR26016 2002 -Mar -01 08:28:50 AC.CK E:1Files\DR NORTON 2002\2289\2289.rsr Page 1 J RIGHT -J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Printout certified by AC CA to meet all requirements of Manual J 7th Ed ,.�_ wr'�ghtsoft Rigtd-Suite ResidergialTM 5.0.64 RSR26016 2002 -Mar -01 08:28:50 ACCP, E:1FilestDR HORTON 200M8912289.rsr Page 2 R A"M J: /in ta. 1 Name of room UTIL 1/2 BTH FAM KIT 2 Length of exposed wall 9.0 ft 5.0 ft 31.0 ft 9.0 ft 3 Room dimensions 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft 1heat/cool 8.0 ft heat/cool 9.0 ftl heat/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft) Htg Cig (ft') Htg Clg (ft) Htg I Clg (ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 0 "`" '**` 0 - "'* 311 "** 1 g1 »** Exposed b 12C 2.9 1.9 0 ,+„ **" p »„ »» 0 ,,,, walls and c 13C 3.2 1.2 72 '• *"' 40 - '••• 0 +*» 0 partitions d 0.0 0.0 0 " ' "'* 0 •"* *'** 0 ,,,+ 0 e 0.0 0.0 0 ,», »» 0 ,,,. +,» 0 +», .,» 0 6 Windows and a 1C 37.0 " 0 0 0 0 '*" 0 0 *"` 10 370 glass doors b 8C 37.0 " 0 0 »" 0 0 **" . 53 1959 '*" 0 0 "'• Heating c 9C 38.7 ** 0 0 0 0 *" 0 0 0 0 **" it 7 Windows and North 20.4 0 - 0 0 *'*' 0 0 - 0 10 "`* 204 glass doors NE/NW 0.0 0- 0 0 **" 0 0- 0 0 »•* 0 Cooling E IW 56.8 0 "" 0 0 »+• 0 53 »» 2883 0 ,», 0 SE/SW 0.0 0 '•" 0 0 "*' 0 0 "" 0 0 "" 0 South 30.4 0 "*• 0 0 "'* 0 0 '•" 0 0 "'* 0 HOrc 0.0 0 `+» 0 0 *», 0 0 »» 0 0 »•, 0 8 Other doors . a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 146 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 72 2271 84 40 126 47 0 0 0 0 0 0 partitions d 0.0. 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 01 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 467 b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for. slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 "+, 460 " •,,, 1063 '•'• •,» 5806 - •»+ 1546 6 Less external heating •`•+ 0 +++• •,» 0 - „» 0 »» »» Less transfer ;+ » +++ _ 14 15 Duct loss Total loss = 13+14 10°/ "" 46 506 ***` `•*` 10°/ " • 106 '*** "** 10% "'• 581 - 10 % 155 1169 6386 *'•' "" 1700 16 Int. gains: People @ 300 0 "`" 0 0 •*" 0 4 - 1200 0 "** APpl- @ 1200 1 6684 0 0 0 +», 0 1 ,,,, 0 1200 17 Subtot RSH gain=7+8..+12+16 "" *"' " ' *"* 426 *"` - " • "' Less external cooling »„ »» 0 »,+ •», 0 ,,,• »» 5685 „» »» 2101 Less transfer ,,,, --•- 0 „» 0 „» „» 0 0 „k10°/" 0 18 19 Dud gain Total RSH gain=(17+18)'PLF 10°/ 1.00 *" "" 68 753 10°/ 1.00 "'• "" 43 10°/ •"* "" 568 0 210 ZO Air required (cfm) "*' 22 40 ***' 52 469 25 1.00 *- 6253 1.00 * *"' 2311 281 328 75 121 Printout certified by AC CA to meet all requirements of Manual J 7th Ed ,.�_ wr'�ghtsoft Rigtd-Suite ResidergialTM 5.0.64 RSR26016 2002 -Mar -01 08:28:50 ACCP, E:1FilestDR HORTON 200M8912289.rsr Page 2 RIGHT -J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Printout certifi ed by ACCA to meet all requirements of Manual J 7th Ed wrtfgl"1t501TC Right -Suite ResidentialTM 5.0.64 RSR26016 - 2002 -Mar -01 08:28:50 ACCP. E:\Files\DR HORTON 2002t2289t2289.rsr Page 3 rvvarvurkL 3: tin ta. 1 Name of room DIN/LN/FOY BR2 BR3 HALL BTH 2 Length of exposed wall 57.0 ft 31.5 ft 23.5 ft 5.5 ft 3 Room dimensions 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 4 Ceiings Condit, Option 8.0 fti heat1cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (W) Htg I CIg (ft) Htg Clg (ft2) Htg Clg W) Htg Clg 5 Gross a 14B 4.6 2.1 263 *"' *•" 0 *'*' •••- 0 *••* ••,* 0 Exposed b 12C 2.9 1.9 63 *`*" '*" 252 •*" "** 188 "** '*" 44 •'•* --•• walls and c 13C 3.2 1.2 162 "" 0 **" *•*• 0 0 partitions d0.0 0.0 0 0 ••** *••• 0 ..*. .,., 0 e 0.0 0.0 0 *,,, ,,,, 0 *.,, ,,.. 0 ,,,, 0 f 0.0 0.0 0 ,,,. ,,., 0 .... ,,., 0 .,,, ,.,, 0 6 Windows and a 1C 37.0 ** 77 2846 " 16 591 '**` 16 591 *"' 0 0 glass doors b 8C 37.0 *' 0 0 "" 0 0 "" 0 0" 0 0 Heating c 9C 38.7 0 0 " 0 0 **`" 0 0 *`*' 0 0 d0.0 " 0 0 **** 0 0 *"' 0 0 '*'• 0 0 e 0.0 0 0 "'* 0 0 "" 0 0 '**` 0 0 7 Windows and North 20.4 16 " 319 0 *'-' 0 0 - 0 0 •• • glass doors NE/NW 0.0 0 0 0- 0 0- 0 0 •••• 0 Cooling ENV 56.8 54 "" 3433 16 "'-` 870 16 "" 870 0 0 0 SE/SW 0.0 0 0 0- 0 0 '*" 0 0 "*' 0 South 30.4 7 ,,,, 224 0 '- 0 0 •*+* 0 0 ,..: 0 Horz 0.0 0'**' 0 0'**' 0 0 '*" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86 walls and c 13C 3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 00 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 .0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 .1477 0 0 0 0 0 0 0 0 0 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 . 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.0 8.3 97 2519 810 16 415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 "*'* 9473*"' 2012 - "" 1807 - `-" 310 Less external heating ,•" 0 **„ „„ 0 ,,,, ,,,, 0 ,„, ,,,, Less transfer 0 ` ..*10°/ 0 - „„ 0 „,. 0 • 14 Duct loss 10°/ 947 '**' 201 - 10°/ 181 '*** 100/ 0 31 15 Total loss = 13+14 **" 10420 -'** '*'* 2213 - - 1988 `-** -•„ 341 »•, 16 Int. gains: People @ 300 1 ,,.,, 300 0 0 0 " ' 0 p *'*- 0 Appl. @ 1200 0 "" 0 0 *" 0 0 "" 0 0 ,,,• 0 17 Subtot RSH gain=7+8..+12+16 '*" " * 6927 *"*` -"' 1890 *"' *"' 1739 '*" *"* 326 Less external cooling *'•' •-•- 0 * .„* 0 „„ ,„, 0 ,„, Less transfer *"' -•• „.. 0 „„ „„ 0 * _ 0 18 19 Dud gain Total RSH gain=(17+18)`PLF 10°/ 1.00 - -"" 693 7620 10°/ 1.00 "" "" 189 2079 10°/ **'* *'*' 174 10°/ -* "'* 0 33 20 Air required (dm) *"' 459 400 " ' 98 109 1.00 "'• 88 1913 100 1.00. "" 359 15 19 Printout certifi ed by ACCA to meet all requirements of Manual J 7th Ed wrtfgl"1t501TC Right -Suite ResidentialTM 5.0.64 RSR26016 - 2002 -Mar -01 08:28:50 ACCP. E:\Files\DR HORTON 2002t2289t2289.rsr Page 3 RIGHT,J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 111!!1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoFC Right -Suite Residenualw 5.0.64 RSR26016 2002 -Mar -01 08:28:50 /�� E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 MANUAL J: /M La. 1 Name of room LOFTBR5 BR4 2 Length of exposed wall 12.0 ft 41.0 It 3 Room dimensions 12.0 x 19.0 It 19.0 x 11.0 It 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg (ft) Htg I Clg (ft') Htg I Clg Htg Clg Htg Gg 5 Gross a 14B 4.6 2.1 0 '** "" 0 '••• •»• •*» »,. „» ,,,, Exposed b 12C 2.9 1.9 96 '*** '*** 328 - - •*** »•_ »» walls and c 13C 32 12 0 ***' "`* o '•*• »•+ »** .». »» .*„ partitions d 0.0 0.0 0 *'*' "*' p •*** _-•* •»• .», ,», e 0.0 0.0 0 »„ ,... 0 f 0.0 0.0 0 .,» ».. 0 6 Windows and a 1C 37.0 ** 16 591 •** 32 1183 - »» glass doors b 8C 37.0 " 0 0 "*' 0 0 - •*** •»- Heating c 9C 38.7 0 0 ** 0 0 - •** »++ f 0.0 0 0 •»• 0 0 »,• »,• •»• 7 Windows and North 20.4 16 "*' 326 0 " ' 0 **** »» glass doors NE/NW 0.0 0 "" 0 0 "" 0 ••» »» Cooling ENV 56.8 0 *"' 0 32 "" 1741 SE/SW 0.0 0 "'* 0 0 "*' 0 •'*` »*• South 30.4 0 '**' 0 0 "" 0 '*" +••• Harz 0.0 0 "" 0 0 *"' 0 "" _**• 8 Other doors a '11A 18.9 12.7 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a' 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575 walls and c 13C 3.2 1.2 0 0 0 0 0 0 partitions d 0.0 0.0 0 o 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a '16D 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0. 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0- 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 (Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f. 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 16 4151 134 32 831 267 13 Subtotal loss=6+8. +11+12 **" 1750 - "" 3458 Less external heating »» 0 - »» 0 »•, ,», »» »» ..» Less transfer ,"* 0 - _*•• 0 ,», ,*» » »•, 14 Duct loss 10°/ 175 **•` 10% 346 15 Total loss = 13+14 "' 1925 "'* •: 3804 •••* »» »» »,. ,,,, 16 Int. gains: People @ 300 1 - 300 0 *•» 0 APPI. @ 1200 0 - 0 0 »» 0 17 Subtot RSH gain=7+8..+12+16 - - 1423 - "*' 3049 *"* •"• »•• *•» Less external cooling - +•+• 0 •»• »•. 0 Less transfer ,,,, *,» 0 - ,», 0 18 Duct gain 10% - 142 10% "" 305 °/ "'• °/ »» 19 Total RSH gain=(97+18)'PLF 1.00 - 1565 1.00 '*" 3353 20 Air required (cfm) "" 85 82 *"' 168 176 111!!1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsoFC Right -Suite Residenualw 5.0.64 RSR26016 2002 -Mar -01 08:28:50 /�� E:\Files\DR HORTON 2002\2289\2289.rsr Page 4 N o MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 RIGHT -J WINDOW DATA 54.4 53.0 0.0 / DEL AIR HEATING,AIR CONDITIONING,R KIT Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Plane: (407) 831-2665 a n s W S D W G L S S O N A S O O W C W S N K 1 A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R 1.0 1.0 2.0 MBTH 30.4 23.0 15.6 a n w a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 N o MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIWFOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5:0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 VVnghtS0ft Right -Suite Residential" 5.0.64 RSR26016 2002 -Mar -01 08:28:50 ,4CG{ E:\Files\DR HORTON 2002\228912289.rsr Page 1 a n w b c n 0 d 1 BR4 11 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0. vvnghtsoft Right -Suite Residential- 5.0.64 RSR26016 2002 -Mar -01 08:28:50 AC ,K E:1Files\DR NORTON 2002\2289\2289.rsr Page 2 v A W I .o.r. V ba h duct :o r i cap C • W lOx6 1 �S WOODS c0.6 LOCATION 16 1u' aw sr t HEDR00 wRoo f1 icrwr� 12.6 I.cd 145 rrs• Dna. DOW 11DR11.0 li=Y ROOM Kew+ 10.6 Lca 100 10.6 I.cd - 12x12 ).cd 4. - 110 r.1.4 330 scale A/8'•1'0' O PS-nY— t2 +x14 r p � j 8.4 i.etl 1 a i r, +. I � o it IG i Bx+ l,Octl x 23 w.w flAll b' 2 TD U. 0.1 w O uux. :.gym 1 o i-1 +• tlry►r tluct / I t0 r00i cap to roof cap ' 42X42 A/C SLAB n /ion BY BLDR MIN 3' both duct e.6' i 2' FROM WALL .iiunoi cap L__- ra 3. a.T v 120d • ; ►.o t 12' GARAGE • '•10 4.0 TON V/IOKV 224DV IPH .i os 16• �0•iia I 18x16 pttn platiorn by L--- 10x6I PO � it 10.6 c - ----' i I aar _- I..reaa�nn4roq ------------------ I a 40 r••i r r.r ox sea OP170NAL il ------------- DDRY.0 1.0 :: O rrs• Dna. DOW 11DR11.0 li=Y ROOM Kew+ 10.6 Lca 100 10.6 I.cd - 12x12 ).cd 110 330 scale A/8'•1'0' O 12x12 rap 14x14 rap � «.v � o ►w 10' 6. flAll b' 2 TD U. 0.1 10• 1 3' both duct to roof cap 'CRE1/ /ion sOm x6 t•I ra 3. 120d • ; t 12' • '•10 4.0 TON V/IOKV 224DV IPH �¢ j 18x16 pttn platiorn by �� 10x6I 0 I.cd 4 it 10.6 c - ----' aar a 40 o OP170NAL ii 1,O DDRY.0 N n • ny ; ID' 16' 11 7• jr 7' 6. 6• 14.8 t.cd 6� 5' f1C 200 4' t 14.14 1.0 8 el n9 ■ w vra>m a0 � .h. IL1.C. I6' 12.6 I.cd y ■ 173 14x8 1.cd 2DO L --r .N..o4; 3q 1 --------� t o\\IN �pN�O g °j0_ti� QK�� _ Q�l Qom' g � S N m 4-' J z >Q > N 0. OJ O cc N M CL CL ❑ T o 2 V` CU N CC 0i N J i q Cu Rating z o i O F— � o ❑ T o 2 V` CU N CC 0i N J i q Cu Rating z o i MiTek' October 2, 2003 MiTek, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5334 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu -Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I2177515 thru I2177546. Total: 32 drawings. Job :DR2289A o(,C) Builder :D. R. HORTON Location :STANDARD MODEL 2289, ELEVATION A oc,6 County :SEMINOLE le-zr Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty Drive, Suite 300 Chesferfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 32 Truss drawing. 2) Truss Index. CITY Gd" ARD October 2, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. MUSS INDEX OF JOB DR2289A Trusses included=32 ®s 0,10R2289A\a.tre" 12177515 VOR2289A\al.tre" 12177516 2,"\DR2289A\a11.tre" 12177517 3,"\DR2289A\a1a.tre" 12177518 4,"\DR2289A\a2.tre" 12177519 5,"\DR2289A\a7.tre" 12177520 6,"\DR2289A\a9.tre" 12177521 7,"\DR2289A\agab.tre" 12177522 8,"\DR2289A\b.tre" 12177523 9,"\DR2289A\b1Are" 12177524 10,"\DR2289A\bb.tre" 12177525 11,"\DR2289A\bbgab.tre" 12177526 12,"\DR2289A\bgab1.tre" 12177527 13,"\DR2289A\e.tre" 12177528 14,"\DR2289A\egab.Ve" 12177529 15,"\DR2289A\f18.tre" 12177530 16,"\DR2289A\f19.tre" 12177531 17,"\DR2289A\f23.tre" 12177532 18,'1DR2289A\f23a.tre" 12177533 19,"\DR2289A\ff19.tre" 12177534 20,"\DR2289A\fg19.tre" 12177535 21,"\DR2289A\fg23.tre" 12177536 22,"\DR2289A\fg23a.tre" 12177537 23,"\DR2289A\j.tre" 12177538 24,"\DR2289A\k.tre" 12177539 25,"\DR2289A\ka.tre" 12177540 26,"\DR2289A\1.tre" 12177541 27,"\DR2289A\1a.tre" 12177542 28,"\DR2289A\m.tre" 12177543 29,"\DR2289A\ma.tre" 12177544 30,"\DR2289A\mt.tre" 12177545 31,"\DR2289A\s.tre" 12177546 t : No. 4.5161 ; tt STATE OF _'k� March 13, 2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®s Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bribcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Oualtly Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property AllYe securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each Cz �� other. o WEBS J5 a: 3. Place plates on each.face of truss at each *For 4 x 2 orientation, locate h ; Q '' 3 joint and embed fully. Avoid knots and wane plates I/g" from outside edge of L) 0 at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lices P 0 at �/4 panel length(+ 6" from adjacent joint.) co C, G6 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dim-ension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15, Care should be exercised in handling, TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 GANG NAIL ® OfVO D -AI f I7 I R R 1 Job russ russ ype JUNAIDIE BUDIMAN PE 1145161 ty ly H PITON 2289 A DR239A A 16472 Segovia Cir, N. ROOF TRUSS 3 1 12177515 Pembroke Pines, FI 33331-4627. (optional) - AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.2 SFU-s Aug 90 2001 MiTek Industries, Inc. Wed Mar 1 0&.51:04 2002 Page 1 -1-0-0 6-1-4 11-8-0 17-2-13_ - 23-4-0 1-0-0 6-1-4 5-6-12 5-6-12 6-1-3 Scale = 1:41.7 4x6 = 4 6.00 rff 2x4 \\ 2x4 3 5 8 2 �1 lO 3x4 - 8 7 3x4 = 3x4 - 5x6 - 7-11-8 15-4-9 23-4-0 7-11-8 7-5-0 7-11-7 Plate Offsets KY): [2:0-0-0,0-0-0), [5:0-0-15,0-2-01, [7:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6 = 1081 /0-4-0, 2 = 1172/0-4-0 M Horz 2=198(load case 4) Max Uplift6=-587(load case 5), 2=-681(load case 4) FORCES (lb) -First Load Case Only TOP CHORD 1-2=1.7;2-3=-1703, 3-4=-1476, 4-5=-1476, 5-6=-1702 BOT CHORD 2-8'='T510, 7-8=1035, 6-7=1509 WEBS 3-8 =-355, 4-8 = 534, 4-7 = 533, 5-7 =-354 NOTES (5-4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 Ib uplift at joint 6 and 681 Ib uplift at joint 2. 4) This truss has been designed with ANSVTPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. pt�,if%] LOAD CASE(S) Standard r.,. r •'t ' Y STATE OF March 13,2002 ®WARNING - Ver j jy design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be is Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component responsibility of building designer - not truss Installed deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek ocomondation available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI 53719. Handling Installing and Bracing Bm Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property >>4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 Ja owner and all other interested parties.. TOP CHORDS -1 _T 2. Cut members to bear tightly against each 17 14C7 C] other. 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate Q X N4J5� joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o a M at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at I/a panel length(+ 6" from adjacent joint.) C, Cb BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J� J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 4010 unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL ® f1YORO,AW @ - `J Job 1 russ Iruss lype ty Ply H JUNAIDIE BUDIMAN PE #45161 12177516 DR2h9A Al ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 "FTek Industries, Inc. Wed Mar 1 Page X11-0-0, 6-2-12 11-8-0 19-5-12 _ 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 FIT 2x4 = 3 2x4 II Ic5 8 5x8 = 6 M�t 2 LL.M. 01 oa 3.00 FITo 3x4 5x6 3x4 = = 9-10-0 19-4-0 23-3-0 23-,4-0 9-10-0 9-6-0 3-11-0 0-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.13 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pts 4-7 REACTIONS (Ib/size) 6=7/0-3-0, 2=957/0-4-0, 7=1293/0-4-0 Max Horz 2= 198(load case 4) . Max Uplift6=-97(load case 6), 2=-569(load case 4), 7=-700(load case 5) Me Grav 6= 11 1(load case 7), 2=957(load case 1), 7= 1293(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16,.2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORD 2-8 = 2060, 7-8 = 938, 6-7 =-321 WEBS 3-8=-565, 4-8=1143, 4-7=-1590, 5-7=-421 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at joint 6, 569 Ib uplift at joint 2 and 700 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. *_>k�ir. B LOAD CASE(S) Standard'�•Q� Fla, s•, •�/f/� y; �.•�� rA�•.I . * N0.4.5161 * ' c Q•t+• �} 1 �� OI Yd� R1 QNa�. March 13,2002 ®WARMNG - Vsr Vy design parameters and READ NOTES ON TATS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpecMcation, and HIB-91 MIT®�® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wt 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property /e securely seat. J2 J3 J4 owner and all other interested parties.. 4C7 TOP CHORDS 2. Cut members to bear tightly against each 14 other. cc W EBS J5 3. Place plates on each face of truss at each *For For 4 x 2 orientation, locate NQ_ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) ca C, C. BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate A without prior approval of a professional /� Mi eT ek® engineer. 0 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. t• 1993 Mitek Holdings © , Inc. CLIP FORM018,019 GANG --L ® HYORO,A/R® Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty ly HORTON 2289 A DR2189A A11 ROOF TRUSS 16472 Segovia Cir, N. 1 1 12177517 Pembroke Pines, FI 33331-4627. (optional) ' A AN-TH, L N W( ustnes, Inc. 4. 1 R1 s Aug 90 9MI MiTek Industries, Inc. Wed Mar 13 08:51:05 2002 Page 1 ' 1-0-04 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 1-0-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Scale = 1:42.3 4x6 = 4x6 = 4 5 6.00 12 3x6 3x6 3 6 ro b 7 Cl) 2 m h to 3x6 = 11 10 9 8 3x6 = 2x4 II 3x4 = 5x6 = 2x4 11 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 5-9-4 5-2-12 1-4-1 5-2-12 5-9-3 Plate Offsets (X,Y): [2:0-0-0,0-0-01, [ -1, - - 1, [6:0-2-15,0-1-81, [8:0-0-13,0-2-01, [ 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.10 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 . >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=1079/0-4-0, 2=1175/0-4-0 Mcl;Horz 2=189(load case 4) Max�Uplift7=-580(load case 5), 2=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1937, 3-4=-1357, 4-5=-1139, 5-6=-1358, 6-7=-1950 BOT CHORD 2-11 =1639, 10-11 =1639, 9-10 =1 139, 8-9 =1653, 7-8 =1653 WEBS 3-11 =133, 3-10=-579, 4-10=338, 5-9=341, 6-9=-595, 6-8=141 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 Ib uplift at joint 7 and 695 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1". Itf.L.T• r ' No. 4.5161 •o Or en STATE t7F �• 4�L March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility at building designer - not truss — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the �® responsibility of the erector. Additional permanent bracing of the overall structure is the'responslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 oTe k° Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI $3719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches.'Apply 1. Provide copies of this truss design to the plot es'to both sides of truss and building designer, erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 Q other. o WEBS J5 � 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v o_ a �y u at joint locations. truss and vertical web. nU o 4, Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from U �, C6 panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of ® ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 1) . Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur,®® stacks of construction materials. M1 14, Do not cut or alter truss member or plate without prior approval of a professional A.. ivi1Tek® engineer. ® 15. Care should be exercised in handling, TM � ®PAJ erection and installation of trusses. `T �+ © 1993 Mitek Holdings, Inc. CLI CLIP FORM018,019 �N�-��- ® HYOR®,A1R ® _ r Job Truss russ ype JUNAIDIE BUDIMAN PE #45161 ty ly H RTON 2289 A DR2'c89A AlA 16472 Segovia Cir. N. ROOF TRUSS 6 1 12177518 Pembroke Pines, FI 33331-4627. (optional) A U- PAN-TH, L NOD, FL, MITek Industries, Inc. 4.201 SR1 s Aug 20 20bl MiTek industries, Inc. Wed Mar 1 1: age 1 "-1-0-0 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:42. 4x8 II 4 6.00 FT2 2x4 = 3 2x4 II 5 8 5x8 = 6 M 2 .I1 3.00 F1T d 7 3x6 s 5x6 3x4 = = 9-10-0 19-4-0 23-4-0 9-10-0 9-6-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.21 8 >999 M1120 249/190 TCDL 7.0. Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (Ib/size) 6 = 1081/0-4-0, 2 =1 172/0-4-0 Max Horz 2=198(load case 4) Mac Uplift6 = -587(load case 5), 2=-681(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16, 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORD 2-8 = 2861, 7-8 =1585, 6-7 =1701 WEBS 3-8 ==+532, 4-8 =1533, 4-7 =173, 5-7 =-356 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 Ib uplift at joint 6 and 681 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. `13`%+��(/�/�- LOAD CASE(S) Standard �.►!�''4�"/+ No, 4 5161 .o' ;4C i STATE 4F JoR�o�` Qn�aL March 13,2002 ®WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®a Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - deslgner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the I:i® responsiblllty of the erector. Additional permanent brbrcinq of the overall structure is the responsibility of the building designer. For general guidance E� regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and. HIS-91 p j�'�� Handling Installlnq and Bracing Rocommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. 1 V e Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ��. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties., 'fie„-' TOP CHORDS 2, Cut members to bear tightly against each C2 ca other, oWEBS J5 cr 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate 3 �,� ; Q N joint and embed fully. Avoid knots and wane plates 1/8” from outside edge of o a �ti _ at joint locations, truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices 1/4 length(+ 6" from C, at panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate a without prior approval of a professional /� Mi lT ek engineer. ® 15. Care should be exercised in handling, 1 . TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 ® OfY®RMAIR® z Job Truss runs Type JUNAIDIE BUDIMAN PE #45161 ty ly H RTON A DR2189A A2 ROOF TRUSS 16472 Segovia Cir. N. 5 1 12177519 Pembroke Pines, FI 33331-4627. (optional) A U- PAN- H, L W D, L, MiTek Industries, Inc. 4.201 W s Aug 20 9001 MiTek Industries, Inc. Wed Mar 13 08:51:06 2002age 1 -1-0-0, 6-2-12 11-8-0 15-6-4 19-8-0 1 i 1-0-0 6-2-12 5-5-5 3-10-4 4-1-12 Scale = 1:36. 4x6 = 4 3x4 6 6.00 FIT 2x4 = 3 2x4 11 6 9 5x6 = 8 2 c?, 3x4 ; 01 3.00 FT£ 3x4 3x4 9-10-0 14-7-4 19-8-0 9-10-0 4-9-4 5-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.14 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.43 2-9 > 542 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 98 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 =1001 /0-4-0, 7 = 910/0-4-0 Max Horz 2=301(load case 4) Max Uplift2 = -597(load case 4), 7=-469(load case 5) ti FORCES (lb) - First Load Case Only TOP CHORD 1-2=16, 2-3=-2439, 3-4=-1797, 4-5=-1123, 5-6=-0, 6-7=-146 BOT CHORD 2-9 = 2224, 8-9 =1093, 7-8 = 977 WEBS 3-9=-558, 4-9=1175, 4-8=-106, 5-8=168, 5-7=-1343 NOTES (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 Ib uplift at joint 2 and 469 Ib uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. p LOAD CASE(S) Standard 1�.�' .. I��re;�f, .`9; * No. 4 5161 '. STATE OF _ V • �iJ �Nr4L March 13,2002 ®WARNING - Ver(fy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Instalied and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlon is the responsibility of the erector. Additional permanent bracing of The overall structure Is the responsibility of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Qualify Standard, DSB-89 Bracing Specification, and HIB -91 ®�� Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WMiTeI53719. K MiTek Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. y8^ J2 J3 J4 owner and all other interested parties.. TOP CHORDS Cut members to bear tightly against each �.2, C2 73- other, o WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; Q �' joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of o a �ti� _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ b" from C, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X perpendicular to slots. Second in all respects, equal to or better than the dim-ension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40�1 unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of .BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. _®® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15, Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL ® HY®RO A1R Job I russ truss type JUNAIDIE BUDIMAN PE 945161 ty Ply HRTON 2289 A DR2189A A7 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 12177520 opt ona l A U- PAN- MiTek Industries, Fn—c.1 1 s Aug 1 MiTek Industries, Inc. a Mar :51: Page 1 --1-0-0 3-9-4 7-0-0 11-8-0 16-4-1 19-6-13 23-4-0 1-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-3 Scale = 1:42.1 5x8 = 2x4 II 5x8 = 4 5 6 ri 6.00 Fff L7 2x4 2x4 3 7 8 m 2 m 1QEA 3x8 = 11 10 9 3x8 = 3x4 - 5x8 - 3x4 - 7-0-0 11-8-0 16-4-1 23-4-0 7-0-0 4-8-0 4-8-0 6-11-15 1 -4- ,0- - Plate Offsets ( ): [2:0-8-8,0-0-101, [4: - - -1 1, [6:0-2-1,0-2-121, (7: -1- -1-1 1, (8:0-8-8,0-0-101, [ -1-15, -1- , [10:0-4-0,0-3-01 LOADING LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.24 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.29 10-11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz TL) 0.11 8 n/a BCDL 10.0 Code SBC/ANSI95 list LC LL Min I/defl = 360 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-13 oc purlins. 4-6'2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS (Ibdiize) 8 = 2193/0-4-0, 2 = 2284/0-4-0 Maz Horz 2=135poad case 41 Max Uplift8 = -1281 (load case 4), 2=-1487(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4228, 3-4=-4058, 4-5=-4347, 5-6=-4347, 6-7=-4056, 7-8=-4225 BOT CHORD 2-11 =3728, 10-11 =3677, 9-10=3676, 8-9=3724 WEBS 3-11 =-95, 4-11 =815, 4-10=837, 5-10=-810, 6-10=839, 6-9=814, 7-9=-92 NOTES (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1281 Ib uplift at joint 8 and 1487 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. !�` �� (s) or required to support concentrated load(s) 602.71b down and 724.81b up at 16-4-1, and t 6) Special hangerconnection 603.21b down and 725.0Ib up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the .��. building designer. *.� 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. :U(, jj LOAD CASE(S) Standard * No. 45161 = 1) Regular: Lumber Increase= 1.33, Plate Increase= 1.33 Uniform Loads (plf) rC3 t Vert: 1-4=-74.0, 4-6=-160.3, 6-8=-74.0, 2-11 =-20.0, 9-11 =-43.3, 8-9=-20.0 �. �,�� Q��d� Concentrated Loads (lb) ` Vert: 11 =-603.2 9 =-602.7 16. �` d 4j L March 13,2002 ®WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. _®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponsiblllty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the �® responsibility of the erector. Additional permanent brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTe k° Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Dilve, Madison, WI 63719. Symbols Numbering System AGeneral Safety Notes PLATETLOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �e �e securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2• Cut members to bear tightly against each ca c3 other. WEBS 4 J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o Ir �' 3 joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of 0 0 a V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords laces P o at �/4 panel length(+ 6" from adjacent joint.) c,3 C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, vim® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek0 engineer. ® 15. Care should be exercised in handling, PA NEL TM {�\�® erection and installation of trusses, V © 1993 Mitek Holdings, Inc. CLIP FORM018,019 �111G-�� ® OfYORO,AOR® - -1 I Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 ty Ply TON 2289 A 12177521 DR2289/4 A9 ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 1 1 (optional) U- PAN- H, LONGWOOD, FL 4.201 SR1 s Jan 2 2002 mirek ndustries, Inc. Tue Mar 1 age -10-0 4-9-0 9-0-0 14-4-1 18.6.13 23-4-0 r 1-0-0 4.9.4 4-2-12 5.4-1 4.2-12 4-9-3 Scale = 1:41.7 4x6 = 4x8 = 4 5 6.00 12 2x4 2x4 i 3 6 6 a 7 2 c? Io 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9-0-0 14-4-1 23.4-0 9-0-0 5-4-1 8-11-15 Plate Offsets KY): [5:0-5-4,0-2-01, [ LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7 = 1081 /0-4-0, 2 =1 172/0-4-0 Max Horz 2=163(load case 4) Max Uplift7 = -556(load case 5), 2=-720(Ioad case 4) FORCES (lb) - First ►?ad Case Only TOP CHORD 1-2=17, 2-3=-1773, 3-4=-1439, 4-5=-1295, 5-6=-1439, 6-7=-1772 BOT CHORD 2-9 =1568, 8-9 =1295, 7-8 =1567 WEBS 3-9=-317, 4-9=286, 5-9=0, 5-8=285, 6-8=-316 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to . wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 556 Ib uplift at joint 7 and 720 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard !V E 13 No. 4,5161 � ,k s. 0c Q•. ��n1� o� ;r � .c •• i oa�'' RID S�QNaL March 13,2002 ®WARNING - VerM design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. m Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brhrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTek0 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each C7 Q other, � W EBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ; Q �' 3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a a� _ at joint locations, truss and vertical web, a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) ca C, U BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of o required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. ®erection 15, Care should be exercised in handling, PANEL TM and installation of trusses, 'X © 1993 Mitek Holdings, Inc. CLIP FORMOL 8,019 GANG -NAIL ® H I�/ ORO,A/R Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 ty ly HORTON 2289 A DR2289A� AGAB 16472 Segovia Cir, N. ROOF TRUSS 1 1 12177522 Pembroke Pines, A 33331-4627. (optional) A U- PAIN-H, L N L 4901 SR1 s Jan 2 goog mirek Industries, Inc. Tue Mar 12 1 ge a1 1-0-0� s2a 9-10-0 14512 1960 2aeo 1-0-0 5.2.4 4-7-12 4-7-12 5-2-4 1-0.0 Scale = 1:37.3 4x6 = 4 6.o0 F12 3 5 2 6 ' Io 3x4 = 8 3x4 = 5x8 = 9-10-0 19-8-0 i 9-10-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3-01, [1 - - - - 1, [18:0-0-0,0-0-01, [19:0-0-0,0-0-01, [20:0- - - - , [21:0-0-0,0-0-01, [ 2:0- - -0- 1, [23:0-0-0,0-0--T]—, [24:0-0-0,0-0-01,[25:0-0-0,0-0-01,[26:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1000/0-4-0,6=1000/0-4-0 Max Horz 2=161(load case 4) Max U!lift2=-587(load case 4), 6=-587(load case 5) FORCES (lb) -First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 120.3, 6-8 = 1204 WEBS 3-8=-360, 4-8=531, 5-8=-360 NOTES - 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 Ib uplift at joint 2 and 587 Ib uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. �� 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ��yp�� i ....... LOAD CASE(S) Standard �`'�.• s j� rU , No. 4.5161 • K 4C 4A !1C I1 �� .3Yf J11T EVf D ANAL AwARNING - Vervy design parameters and READ NOTES oN TB75 AND REVERSE SIDE BEFORE USE. ®® 114111 Design valid toy use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the �® responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectfication, and HIB-91 MiTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719.- Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �B11 securely seat. J2 J3 J4 owner and all other interested parties.. �s TOP CHORDS 2. Cut members to bear tightly against each `2 73- other. cr WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 3 Q 1: �' ; joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 1/4 length(+ 6" from C7 G6 at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 401, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ®®® 14. Do not cut or alter truss member or plate without prior approval of a professional •, M iTek engineer. ® 15. Care should be exercised in handling, � PANCLIPEL TM { �® PAN erection and installation of trusses, r" © 1993 Mitek Holdings, Inc. " FORM019,019 GANG -NAIL OO f7 I ®R®'A1R i Job russ runs ype JUNAIDIE BUDIMAN PE #45161 ty ly HRTON 2289 A 12177523 DR2189A B ROOF TRUSS 16472 Segovia Cir. N. 5 1 Pembroke Pines, FI 33331-4627. (optional) ' A U- PAN- , LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 Mr ek Industries, Inc. Wed Mar 13 08:51:08 age 1 7-0-Q 6-10-8 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5.8 7 3x4= Scale = 1:56.7 6.00 F12 11 wlwedge 6 5x6 i 0 5 b 5x6 i v 4 8 2x4 II 3 9 3x8 4 3.00 12 y 10 f 5x6 3x4 i 3x4 4x6 II 6-10-8 1 13-5-8 1 20-44 6-10=8 6-7-0 6-10-8 Plate Offsets (X,Y): [2:0-4-8,0-2-11, [4:0-3-0,0-3-41, [5:0-3-0,0-3-41, [ ,Ed el; [10:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.12 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.20 9-10 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-1 cc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 3-7-15 REACTIONS (Ib►ize) 6=988/0-3-8, 2=1030/0-8-0 Max Horz 2=853(load case 4) Max Uplift6 = -826(load case 4), 2=-465(load case 4) FORCES (Ib) - First load Case Only TOP CHORD 1-2=7, 2-3=-2334, 3-4=-2334, 4-5=4273, 5-6=-1263, 6-11 =-10, 7-11 =-10, 6-8=67 BOT CHORD 2-10=2095, 9-10=2092, 8-9=0 WEBS 4-10=135, 4-9 =-894, 5-9 =-485, 6-9 =1642 (6-5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 Ib uplift at joint 6 and 465 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. �` ryL 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. i C3(; 10113 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ,...., LOAD CASE(S) Standard l t ' No. 4.5161 ccY V'R 9a 4P'f Le March 13,2002 ®WARNING - VerW design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the AND! _ responsibility of the erector. Additional permanent br�cing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Oualty Standard, DSB-89 Bracing Specification, and HIB -91 q M Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5 83 D'Onofrlo Drive, Madison, WI $3719. I��® Symbols Numbering System &General Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -44 13/14 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property „ securely seat. J2 J3 J4 owner and all other interested parties., �„ F TOP CHORDS 2. Cut members to bear tightly against each C2 Q other, o J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o � ; Q XL joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o a Vti � _ at joint locations, truss and vertical web. o a 4. Unless otherwise noted, locate chord splices o at �/4 panel length(+ 6" from adjacent joint,) c, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J, J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dim-ension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. _®® MAIIIIIIIIIIIII 14. Do not cut or alter truss member or plate - without prior approval of a professional MITek° engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, rs © 1993 Mitek Holdings, Inc. SLIP FORM018,019 GANG-NAJL ® HY®Q®,AIR® _ 3 Job russ Truss Type ty ly H RTON A JUNAIDIE BUDIMAN PE X145161 12177524 DR2289A B1 ROOF TRUSS 16472 Segovia Cir. N. 16 11 Pembroke Pines, FI 33331-4627. i(optional) A AN- H, L N W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 Mi-rek Industries, Inc. Wed Mar 1 1: Page 1 ;1-0-9 5-7-13 11-0-3 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 5x8 7 3x4= Scale = 1:45.7 11 'w/wedge 6 6.00 F£ 2x4 II 5 5x6 00 4 8 2x4 II 3 9 3x8 ; 3.00 F 2 10 1 5 x6 3x4 4x6 II 5-7-13 11-0-3 16-8-0 r 5-7-13 5-4-5 5-7-13 1 - - Plate Offsets (X,Y): [2:0-4-8,0-2-11, [4:0-3-0, - - 1, [ : del, [10:0-3-0,0-3-01 LOADING LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.09 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 93 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-9 SLIDER Left 2 X 4 SYP No.3 2-11-12 REACTIONS (lb,`ize) 6=816/0-3-8, 2=857/0-8-0 Max Horz 2=707(load case 4) Max Uplift6 =-681 (load case 4), 2=-392(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1841, 3-4=-1841, 4-5=-1014, 5-6=-1014, 6-11 =-10, 7-11 =-10, 6-8=55 BOT CHORD 2-10=1644,9-10=1641,8-9=0 WEBS 4-10=110,4-9=-687,5-9=-399,6-9=1327 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 Ib uplift at joint 6 and 392 Ib uplift at joint 2. • 4) This truss has been designed with ANSI/TPI 1-1995 criteria. p 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 1pi� 13 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. .... ':.•�` �r�" LOAD CASE(S) Standard " NO, 4.5161 no- MATE F dRl�� JVAL March 13,2002 ®WARNING - Ver{ jg design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ®_ Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and prober Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the w responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 �T�A'® I53719. t Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrio Drive, Madison, WK Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. �a J2 J3 Ja owner and all other interested parties„ ye„ TOP CHORDS 2, Cut members to bear tightly against each `� " other, a:3. NN WEBS JS Place plates on each face of truss at each * For 4 x 2 orientation, locate ; t joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a �ti s at joint locations, truss and vertical web, a 4. Unless otherwise noted, locate chord splices o at I 1 panel length(+ 6" from adjacent joint.) C, C BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of . connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate Ni l without prior approval of a professional MiTek° engineer. O 15. Care should be exercised in handling, TM erection and installation of trusses. ..,�,. PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NA'L ® f!y®R0.AfpO Job russ russ ype JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N89 A DR2L89A BB 16472 Segovia Cir, N. ROOF TRUSS 1 1 12177525 Pembroke Pines, FI 33331-4627. (optional) A U- PAN- , LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2061 MiTek Industries, Inc. Wed Mar 13 08:51:10 2002age 1 -1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 6.00 rfF 3 5 7 5x6 = 6 DD 2 3x4. 3x4 3x4 -- 3x4 3.00 FIT 4x6 II 3x6 11 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets (X,Y): [2:0-4-8,0-2-11, (6:0-2-4,0-2-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (INsize) 6 = 679/0-3-0, 2 = 763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6 = -363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7=1125,6-7=1125 WEBS 4-7=690 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 Ib uplift at joint 6 and 455 Ib uplift at joint 2. b ^ 5) This truss has been designed with ANSI/TPI 1-1995 criteria. flQi 63�� 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ..........., ` LOAD CASE(S) Standard �� • No. 45161 ';eon : MATE t3F ._ 0�pR`I V.1LJ'�►Yl1L. March 13,2002 ®WARNING - Ver{ jy design parameters and READ NOTES oN THIS AND RE VERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not trussdesigner. gal Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brhrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 p M Handling Installinq and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. - '��® Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 4 *Center plate on joint unless Damage or Personal Injury U771 A dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, Ye J2 J3 J4 owner and all other interested parties„ ye„� TOP CHORDS 2. Cut members to bear tightly against each �— c2 ca other, J5 Q WEBS 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 3 Q joint and embed fully. Avoid knots and wane plates 1/8” from outside edge of � o at joint locations, truss and vertical web, a 4. Unless otherwise noted, locate chord splices o at X14 panel length(+ 6" from adjacent joint,) C, c6 BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of ® required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species,and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. MME E� ®. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek° engineer. O 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. - - CLIP FORM018,019 GANG --NAIL ® HYDR®,A/R Job rusS IruSS rype JUNAIDIE BUDIMAN PE #45161 ty Ply H RT N 2289 A t► DR2289A BBGAB 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627. 1 1 12177526 , (optional) A U-PAN-TH, LONGWOOD, FL, iTek ndustnes, no. 4.201 SR1 s Aug 20 2001 MiTek Industries,-Inc. Wed Mar 1 1:11 Page 1 -1-0-0 7-6-0 14-7-0 1-0-0 7-6-0 7-1-0 Scale = 1:26. 4x6 = 4 2x4 II 2x4 II 6.00 FTT 3 5 7 5x6 = 6 2x4 II 2x4 II 2 3x4 3x4 3x4 3x4 3.00 (T 4x6 ii 3x6 7-6-0 14-7-0 7-6-0 7-1-0 Plate Offsets (X,Y): [2:0-4-8,0-2-11, [ :0- -4, - 1 1 LOADING '(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase. 1.33 TC 0.88 Vert(LL) -0.11 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.12 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Lpft 2 X 4 SYP No.3 4-0-2, Right 2 X 4 SYP No.3 3-7-2 REACTIONS (lb/size) 6=679/0-3-0, 2=763/0-8-0 Max Horz 2=130(load case 4) Max Uplift6=-363(load case 5), 2=-455(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=7, 2-3=-1256, 3-4=-1256, 4-5=-1267, 5-6=-1267 BOT CHORD 2-7=1125,6-7=1125 WEBS 4-7=690 18-7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer l�i� 13 should verify capacity of bearing surface. ,.....•.., 6) Provide (by bearing 363 Ib 6 lF/+�' mechanical connection. others) of truss to plate capable of withstanding uplift at joint and .+ �1 455 Ib uplift at joint 2. �•'� 7) This truss has been designed with ANSI/TPI 1-1995 criteria. �• 8) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. p No, 45161 LOAD CASE(S) Standard "C1 . •• STATE F ♦fid ��Nr4L March 13,2002 ®WARNING - VerVy design parameters and READ NOTES oN TB73 AND REVERSE SIDE BEFORE USE. ®® Design valid toy use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the- responsibility of the erector. Additional permanent brlacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB.-91w Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof c, Drive. Madison, WI53719. M '��0 Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 'fie„ Ye J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each cz c3 other, o WEBS 4 J5 Cr 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o a � " ; �' ; joint and embed fully, Avoid knots and wane plates 1/a" from outside edge of o a _ at joint locations, truss and vertical web.o a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" from �� panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTeke engineer, ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. ^■ © 1993 Mitek Holdings, Inc. CLIPFORMOL 8,019 a Job Truss I russ ype JUNAIDIE BUDIMAN PE 1145161 ty ly HORTON 2289 A 12177527 DR2289A BGAB1 MONO TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627, (optional) A U- AN-TH, L N W D, FL, Mi .ek Industries, Inc. 4. 1 R1 s Aug 70 2001 MiTek Industries, Inc. Wed Mar 13 08:51:12 2002 Page 1 11-0-9 16-8-0 1-0-0 16-8-0 2x4 II Scale = 1:47.0 11 2x4 II 10 9 2x4 II 6.00 12 8 2x4 II 7 2x4 11 6 2x4 II 5 2x4 5x6 G 4 3 2 1 3x4 - 19 18 17 16 15 2x4 II 2x4 it 2x4 II 2x4 11 2x4 II 2x4 II 5x6 = 2x4 II 16-8-0 i 16-8-0 Plate Offsets (X,Y): [3:0-3-0,0-3-01, (13:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 10-11 >891 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 12 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 1 1 1 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb'size) 2 =204/16-8-0, 13 =185/16-8-0, 12 = 89/16-8-0, 14 =190/16-8-0, 15 =188/16-8-0, 16 =187/16-8-0, 17 =190/16-8-0, 18 =178/16-8-0, 19 = 228/16-8-0 Max Horz 2=699(load case 4) Max Uplift 13=-150(load case 4), 12=-69(load case 4), 14=-162(load case 4), 15=-158(load case 4), 16=-158(load case 4), 17=-160(load case - 4), 18=-153(load case 4), 19=-236(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-3=38, 3-4=-38, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12=-75 BOT CHORD 2-19=8, 18-19=1, 17-18=1, 16-17=1, 15-16=1, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-15=-148, 6-16=-148, 5-17=-149, 4-18=-143, 3-19=-174 (7-6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" lQ� 13 31 Gable requires continuous bottom chord bearing. � Li 4) Gable studs spaced at 2-0-0 oc. ........� 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 150 Ib uplift at joint 13, 69 Ib l� plate 12, 162 Ib 14, 158 Ib 15, 158 Ib 16, 160 Ib 17, 153 ��.:�(,�� '�4j°• uplift at joint uplift at joint uplift at joint uplift at joint uplift at joint i Ib uplift at joint 18 and 236 Ib uplift at joint 19. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. * : No. 451E1 LOAD CASE(S) Standard O •'. STATE OF O. OR 00. V.VS'�NaL �V March 13,2002 ®WARNING - Ver jfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the �® AN responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installinq and Bracing Reeommondatlon available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI 53719. MiTek® Symbols NumbeTing System AGeneTal Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of tfuss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. ye„ 4 _117 TOP CHORDS 2. Cut members to bear tightly against each cz ca other. WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o „ ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v o a �ti _ at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from C, C6 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X perpendicular to slots. Second in all respects, equal to or better than the dim-ension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek° engineer, O 15. Care should be exercised in handling, TM ® PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 ifyoRD.AIR® Al Job I russ I russ Type JUNAIDIE BUDIMAN PE 1145161 ty 1Ply 89 A 12177528 DR2289A E ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627. 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. a ar 1 Page 1 1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:19. 4x6 = 3 6.00 FIT OP 4 2 Ika� 5 jo 1 3.63x6 = 807 6 N 2x4 II 1-4-0 4-8-0 8-0-0 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.06 4 >295 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.06 2 >298 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8 = 517/0-1-8, 6 = 517/0-1-8 Max Horz 8=-92(load case 5) Max Uplift8 = -400(load case 4), 6=-400(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-171, 3-4=-171, 4-5=33 BOT CHORD 2-8 = 69, 7-8 = 69, 6-7 = 69, 4-6 = 69 WEBS 3-7==206 (6-5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 Ib uplift at joint 8 and 400 Ib uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ,Q 13�%�� r' * No. 4.5161 STATE OF ° Q� •ir. fir'• 4"0 " 0�errFt E��'',� •w�es�" QN�iL March 13,2002 AWARNINO - Ver{ fy design pammeten and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brlacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohio Drive, Madison, W1537119. Symbols Numbering System &General Safety [dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and ` building designer, erection supervisor, property ecu s�ely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each C2 c3 other. WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of L) O a s at joint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(' 6" from adjacent joint,) c„ C,1 C BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate • without prior approval of a professional • MiTeke engineer, ® 15, Care should be exercised in handling, TM erection and installation of trusses, ,i� PANEL �ZD� 'e ©1993 Mitek Holdings, Inc. FORM018,019 GANG-NAAL a HY1117ROv4IRe " Job I russ truss type JUNAlDIE BUDIMAN PE #45161 ty Ply RT A 12177529 DR2289oc EGAB ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) ACCU-SPAWTH, LONGWOOD, FL 4.201 SR1 s Jan 2 2002 mirek Industries, Inc. Tue Mar 12-1-'3:06:34 Page 1 -1-0-0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 - Scale = 1:19.3 46 = 3 6 00 F12 2x4 11 2x4 11 4 2 LJ 5 I� 1 2x4 11 6 2x4 11 . 2x4 = 2x4 11 2x4 = 4-8-0 9-4-0 - - - -- - ' 4-8-0 4-8-0 Plate Offsets (X,Y): [9:0-0-0,0-0-01, [10:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL} 0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size). 2=511/0-8-0, 4=511/0-8-0 Max Horz 2=-92(load case 5) Max Uplift 2 = -326(load case 4), 4=-326(Ioad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =17, 2-3 =-424, 3-4 =-424, 4-5 =17 BOT CHORD 2-6=372,4-6=372 WEBS 3-6=87 - NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 Ib uplift at joint 2 and 326 Ib uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. l�kE 13� f LOAD CASE(S) Standard . ¢ : No, 4.5161 STAT) E aF • ; rV ORID�.�''.�'�� L March 13,2002 ®WARNING - Verify design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility at building designer - not buss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A Handling Installinsl and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. t�/1 e IT��® Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.•Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2. Cut members to bear tightly against each C other, o WEBS J5 Q 3, Place plates on each face of truss at each *For For 4 x 2 orientation, locate 3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a �ti = at joint locations. I truss and vertical web. Fo a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" from C, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, nA Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur, . stacks of construction materials. ®� ® - 14. Do not cut or alter truss member or plate without prior approval of a professional • Mi eek® engineer. O 15, Care should be exercised in handling, TM - erection and installation of trusses.JIM PANEL ©1993 Mitek Holdings, Inc. CLIP FORM018,019 A/ GANG -NAIL ® YDRC.AI P H s Job I russ Truss Type ty Ply H RTON 2289 A - JUNAIDIE BUDIMAN PE #45161 12177535 DR2289A FG19 FLOOR 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) D, FL, MiTek Industries, Inc. 4.201 R1 s Aug 90 9001 M'Tek Industries, Inc. Wed Mar 13 08:51:20 Page 1 3-4-0 6-6-4 9-8-8 12-10-12 1 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Scale = 1:33.3 2x4 II 5x6 = 2x4 II 4x8 = 2x4 11 5x12 II ,7x8 = 2 3 4 5 6 7 Lil 13 12 11 10 9 15 3x6 II 7x8 = 2x4 11 4x6 = 7x8 = 7x8 = 3-4-0 6-6-4 9-8-8 1 12-10-12 1 16-1-0 19-5-0 3-4-0 3-2-4 3-2-4 3-2-4 3-2-4 3-4-0 Plate Offsets MY): [3:0-3-0,0-3-01, (7:0-2,8,0-3-01, [1-4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.46 10-11 >495 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.63 10-11 >360 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D REACTIONS (0/size) 14=1065/0-6-0, 8=1593/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD 1-14=-851, 1-2=-2577, 2-3=-2577, 3-4=-4771, 4-5=-4771, 5-6=-2924, 6-7=-2924, 7-8=-931 BOT CHORD 13-14=513, 12-13=4726, 11-12=4771, 10-11 =4750, 9-10=4750, 9-15=564, 8-15=564 WEBS 1-13=2160, 2-13=-220, 3-13=-2253, 3-12=296, 4-11 =-260, 5-11 =21, 5-10=178, 5-9=-1907, 6-9 = -239, 7-9 = 2464 (5-4). 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. 4) Special hanger(s) or connection(s) required to support concentrated load(s) 564.01b down at 18-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) l�i� f f� Vert: 1-7=-100.0, 8-14=-10.0 Li Concentrated Loads (lb) Vert: 15=-564.0 ''��;•• f" No. 4 5161 -o ' • ,� 403TT� C r` /•� • e3 i T16 �r •i i.- o R �a'/•��-� March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be I Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is theFWA responsibility of the erector. Additional permanent briscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 p Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M ��® Symbols Numbering System &General Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property >>�. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each C2 Q other. o WEBS 3. Place plates on each face of truss at each *o For 4 x 2 orientation, locate ; Q ''o hQ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge ofo a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" from C7 panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TOTH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. O 15. Care should be exercised in handling, TM PANEL � erection and installation of trusses. ©1993 Mitek Holdings, Inc. µ CLIP FOR MOI 8,019 GANG-NL AI Job I russ russ Type JUNAIDIE BUDIMAN PE #45161 ty Ply RTON 2289 A DR2289A FG23A FLOOR 16472 Segovia Cir. N. Pembroke Pines, Ft 33331-4627. 1 12177537 (optional) A - WOD, FL, MiTek Industries, Inc. 4.201 1 s Aug 01 MOTe Industries, Inc. Wed Mar 1 : 2002 Page 1 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Scale = 1:39. 5x6 = 2x4 II 5x6 = 2x4 II 4x8 = 2x4 II 4x6 = 1 2 3 4 5 6 7 13 12 11 10 159 8 3x6 II 5x8 - 2x4 II 4x6 = 7x8 - 4x10 = 3x6 II 3-11-0 7-8-4 11-5-8 15-2-12 19-0-0 22-11-0 3-11-0 3-9-4 3-9-4 3-9-4 3-9-4 3-11-0 Plate Offsets (X,Y): [3:0-3-0,0-3-01, [1 -4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.54 10-11 >504 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.74 10-11 >366 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 8 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 240 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 4 SYP No.2D :1-13 2 X 4 SYP No.2D, 5-11 2 X 4 SYP No.2D 5-9 2 X 4 SYP No.2D, 7-9 2 X 4 SYP No.2D REACTIONS (Ib/size) 14=1378/0-6-0, 8 =1859/Mechanical FORCES (lb) - First toad Case Only TOP CHORD 1-14=-1084, 1-2=-3957, 2-3=-3957, 3-4=-7771, 4-5=-7771, 5-6=-5807, 6-7=-5807, 7-8=-1562 BOT CHORD 13-14=798, 12-13=7695, 11-12=7771, 10-11 =8538, 10-15=8538, 9-15=8538, 8-9=800 WEBS 1-13=3264, 2-13=-240, 3-13=-3867, 3-12=505, 4-11 =-273, 5-11 =-791, 5-10=428, 5-9=-2818, 6-9 =-239, 7-9 = 5166 (7-6) 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) 2 -ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 757.Olb down at 18-8-0 on bottom chord. I� Design for unspecified connection(s) is delegated to the building designer. lQt 13 7) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED.�•,.......� LOAD CASE(S) Standard 1) Floor: Lumber Increase 1.00, Plate Increase =1.00 * Uniform Loads (plf) NO 4.5161 Vert: 1-7=-100.0, 8-14=-10.0 Concentrated Loads . L Vert: 15=-70 57. 1'� �� . D.3 i `V ,( �•. �nraL March 13,2002 ®WARMNG - VerW design pamnwters and READ NOTES oNTm AND REVERSE SIDE BEFORE USE. �� 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the ® responsibility of the erector. Additional permanent braking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties,. ye„ TOP CHORDS 2. Cut members to bear tightly against each C2 7_3 other. cr WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 ; �' joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a a ;S � at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices /4 length(+ 6" from �, Ck at panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional . M iTeke engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 -G--L ® HYORO .AUR S _ Job I russ Truss Ype JUNAIDIE BUDIMAN PE ti45161 ty Ply ORTON 2289 A 12177538 DR2189A J ROOF TRUSS 16472 Segovia Cir. N. 6 1 - Pembroke Pines, FI 33331-4627. (optional) LONGWOOD, FL, MiTek Industries, Inc. 4.201 SPIT s Aug 20 2001 MiTek Industries, nc. Wed Mar 1 1: Page -1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:19. 6.00 rf£ 2 1 4 2x4 — 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.28 1-2 >53 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2 = 291 (load case 5) Max Uplift3 = -305(load case 5), 2=-167(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34,2-3=88 BOT CHORD 2-4=0 (5-41 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 Ib uplift at joint 3 and 167 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard PIE 13��, No. 4.5161 "0 a•� ` OC �i Q ,�1'A�� OF Yr'IL March 13,2002 ®WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bunting of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onchio Drive, Madison, WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper'/ -0111 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. '� Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each ca c3 other. Q WEBSNc, 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o a Q �'o joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U a _ at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chord splices X14 length(+ 6" from C18 C, at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TOTH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. _o ® M1 14. Do not cut or alter truss member or plate without prior approval of a professional • Mi 1T @k® engineer. ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL® #fY0R0.AfR® . - Job russ Truss type JUNAIDIE BUDIMAN PE #45161 ty ly H R N A 12177539 DR2289A K ROOF TRUSS 16472 Segovia Cir. N. 3 1 'I Pembroke Pines, FI 33331-4627. (optional) A �,U- AN- H,LONGWOOD,L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 1 08:51:24 2002 PiTgal • -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1: 14.9 6.00 FT;1- 2 1 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-O0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.1 O Vert(TL) 0.09 1-2 > 157 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz 2=212(load case 5) Max Uplift3=-215(load case 5), 2=-151(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34,2-3=60 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint 3 and 151 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard ` No, 4.5161 ,t Y p'. STATE OF rr � �aNAL March 13,2002 ®WARNING - Var j jy design parameters and READ NOTES ON Tms AND RE VERSE SIDE BEFORE USE. Design valla for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ��/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2. Cut members to bear tightly against each C273 other. JS � WEBS 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o c 3 ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o s as at joint locations, truss and vertical web. o 4. Unless otherwise noted, locate chord splices at X14 length(+ 6" from ce C, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional • MiTek® engineer. 15. Care should be exercised in handling, PANEL TM ® erection and installation of trusses, - © 1993 Mitek Holdings, Inc. " { CLIP FORM018,019 G.a.NG fVAll.® f/yORO.!/R® - Job Truss I russ I ype JUNAIDIE BUDIMAN PE #45161 ty ly RTON 2 89 A 12177540 =16472 DR2189A KA ROOF TRUSS Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) A H,LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTekIndustries, Inc. Wed Mar 1 08:51:25 Nig-el ' 5-0-0 5-0-0 2 Scale = 1:1a.7 6.00 11 1 3 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1 =224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1 = 199(load case 5) Max Uplift =-89(load case 5), 2=-218(load case 5) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint 1 and 218 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard �y�f NATE w L March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the S® iesponslblllty of the erector. Additional permanent bi;srcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff CST-8a Quality Standard, DSB-a9 Bracing Specification, and HIB-91 M iTek0 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof c, Drive. Madison, WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions, indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss.and building designer, erection supervisor, property „ securely seat, J2 J3 J4 owner and all other interested parties., Ye„� TOP CHORDS 2. Cut members to bear tightly against each 17-1 � C2 c� other. � WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 ; �' joint and embed fully. Avoid knots and wane plates from outside edge of a o_ d �ti u at joint locations, d truss and vertical web, 0- o 4, Unless otherwise noted, locate chordsplices at I/4 length(+ b” from c„ C7 C panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40�1 unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, ®_ ® 14, Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. ® 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORMOL 8,019 mN�-� ® HYORO,A/R Job russ russ Type ty Ply H R N A JUNAIDIE BUDIMAN PE #45161 - 12177541 DR2189A L ROOF TRUSS 16472 Segovia Cir. N. 3 1 Pembroke Pines, FI 33331-4627. (optional) 00, FL, MiTek Industries, Inc. 4.201 R1 s Aug 1 MiTek Industries, Inc. Wed Mar 13 08:51:26 2002 Page 1 ' -1-0-0 3-0-0 1-0-0 3-0-0 - 3 Scale = 1:9.9 6.00 12 2 1 4 2x4 = 3-0-0 � I I 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1-2 >936 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift3=-123(load case 5), 2=-142(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition Il partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 Ib uplift at joint 3 and 142 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard BLpy �►y,F _�...•ems .. ' No. 4 5161 STATE F ' • �N141. March 13,2002 ®WARMNG - Ver W design parameters and READ NOTES GNTms AND REVERSE SIDE BEFORE USE. vrs. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be - Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateralsupportof individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specllication, and HIB -91 �'��® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onc fdio Drive, Madison, WI 53719. Symbols Numbevung System AGeneval Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property/ 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �e �8 securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 C] other. WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o a ; �' ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o z at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at X14 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of 0 required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with. which bearings (supports) occur. stacks of construction materials. ®® — 14. Do not cut or alter truss member or plate without prior approval of a professional MiT lek® engineer. ®erection 15. Care should be exercised in handling, PANEL TM and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 G.e.NG-n+�w� ® HY®R0,4'rp - Job ruse I ruse I ype JUNAIDIE BUDIMAN PE #45161 ty Ply ORTON 2289 A 12177542 DR21289A LA ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627. (optional) A U- PA - H, LONGWOOD, FL, MiTek Industries, Inc. 1 SA1 s Aug 90 90hl MI ek ndustries, Inc. Wed Mar 1 1: age 3-0-0 3-0-0 2 Scale = 1:9.9 6.00 12 1 3 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.13 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1=120(load case 5) Max Uplift =-50(load case 5), 2=-129(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 Ib uplift at joint 1 and 129 Ib uplift at joint 2. 4) This truss has been designed with ANSVTPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard Fie ; * ' No. 4.5161 '4C 4rrRil March 13,2002 ®WARNING - Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® IIIIIII&M�® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlon is the S� responsibility of the erector. Additional permanent brlacing of the overall structure is the iesponslbllliy of the building designer. For general guidance regarding fabrloation, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Rocommonciatlon available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3�4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties., 'TOP CHORDS 2. Cut members to bear tightly against each 44 C2 ca other, Q W EBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 �' ; joint and embed fully, Avoid knots and wane plates 1/8' from outside edge of 0 o_ a �ti u4. at joint locations, truss and vertical web. o a Unless otherwise noted, locate chords lices P o at �/4 panel length(' 6" from adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of o required direction of slots in J� J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional - Tek . M1T® engineer, 15, Care should be exercised in handling, ��® PANEL TM erection and installation of trusses. - © 1993 Mitek Holdings, Inc. i CLIP FORM018,019 HYDRO,Aia® Job russ I russ I ype ty ly RTON _ JUNAIDIE BUDIMAN PE X45161 12177543 DR2`189A M ROOF TRUSS 16472 Segovia Cir. N. 3 1 ' Pembroke Pines, FI 33331-4627. (optional) AU- AN-T LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Mar 13 08:51:28 2002 Page 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.7 6.00 F f 2 4 1 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 =-11 /Mechanical, 2 =173/0-4-0, 4 =10/Mechanical Max Horz 2=71(load case 4) Max Uplift3 = -31 (load case 5), 2=-150(load case 4) Max Grav 3=31(load case 4), 2=173(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33,2-3=-40 BOT CHORD 2-4=0 (5-4) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ib uplift at joint 3 and 150 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. .5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard �j NO, 4-5161- 511y1 Or Or ' OC Y en STATE OF - y;J V R y.V0. �nraL March 13,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®—® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bi2icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System &General Safety Dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �e securely seat. J2 J3 J4 owner and all other interested parties.. � TOP CHORDS 2. Cut members to bear tightly against each Cz �� other. cr WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate ,� ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v o a �� V Q at joint locations. truss and vertical web. 4. Unless otherwise noted, locate chordsP laces o at /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 JS J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40�1 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. ®erection 15, Care should be exercised in handling, loll PANEL TM �A�® and installation of trusses. ©1993 Mitek Holdings, Inc. , CLIP FORM018,019 �.a�NG-ru,ai� ® HYDAWMAZR Job russ Truss I ype JUNAIDIE BUDIMAN PE #45161 ty y H RTON 2289 A DR24289A MA 16472 Segovia Cir. N. ROOF TRUSS 1 1 12177544 Pembroke Pines, FI 33331-4627. (optional) A c- A- H, L W D, , I e Industries, Inc. 4.201 SR1 s Aug 1 i e Industries, Inc. Wed Mar 1 age 1 1-0-0 1-0-0 Scale = 1:5.7 6.00 12 2 1 m u> 0 3 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP . TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 3 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1 =45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl=-16(load case 5), 2=-45(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 (5-4). 11 This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 Ib uplift at joint 1 and 45 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard apt 13(�Q� AN * • No. 4.5161 'fir .pry STATE of "•n..w�N QNaL March 13,2002 A WARMNO - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the �e responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System &General Safety Dotes PLATE LOCATION AND ORIENTATION Failure to FOLLOW Could Cause Proper'/ 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS _Tcz 2. Cut members to bear tightly against each 17-1 ca other. D WEBS J5 cc 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; 3 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 O a at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" from panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling.is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, °o ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. ® 15. Care should be exercised in handling, TM PANEL ® erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORMOL 8,019 HYDRO -AIR ® _ Job I russ Truss typeJUNAIDIE BUDIMAN PE 1/45161 12177545 DR2289A MT MONO TRUSS 16472 Segovia Cir. N. 10 1 Pembroke Pines, FI 33331-4627. (optional) D, FL, MiTek Industries, Inc. 4.201 SRI s Aug 90 2001 -MiTek Industries, Inc. Wed Mar 13 08:51:30 2002 Page 1 -1-0-0 2-6-0 1-0-0 2-6-0 zxa II Scale = 1:8. 3 6.00 rf£ 2 L X 2x4 = 4 X 1 2x4 2-6-0 r 2-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-0 cc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) 2=191/0-1-8,4=108/0-1-8 Max Horz 2=139(load case 4) Max Uplift2=-128(load case 4), 4=-94(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=0, 3-4=-85 BOT CHORD 2-4=0 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 2 and 94 Ib uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. ►��' LOAD CASE(S) Standarddr No. 4 5161 y Ac Y so March 13,2002 ®WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE OSE. ®� 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss � designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the ® responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Guallty Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D•Onofrio Drive, Madison, WI 63719. Symbols Numbering System &General Safety Dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 'truss 1. Provide copies of this truss design to the plates to both sides of and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., 4 TOP CHORDS 2, Cut members to bear tightly against each C2 c3 other, _ Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 O a L) at joint locations, truss and vertical web. IN o 4, Unless otherwise noted, locate chordsP laces at /4 length(+ 6" from C8 �, panel adjacent joint,) BOTTOM CHORDS —*This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and Mrfek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,185-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. _e 14. Do not cut or alter truss member or plate without prior approval of a professional .. M1Teke engineer, 15, Care should be exercised in handling, �� PANEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. FORM018,019 cao.NG ��- ® OfYORO,AiR Job ruSS FUSS YPe JUNAIDIE BUDIMAN PE 1145161 ty Ply H TON 2289 A 12177546 DR2189A S ROOF TRUSS 16472 Segovia Cir. N. 2 1 0 • Pembroke Pines, FI 33331-4627. (optional) R U- PAN- W , FL, MiTek Industries, Inc. 4.201 SR 1 s Aug 20 2001 MiTPk Industries, Inc. Wed Mar 13 08:51:31 2002 Faige—T-- -1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 4 Scale - .2 4.24 FiT 3x4 3 2 Ll 1 7 6 5 2x4 II 3x4 = 2x4 - 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=312/0-1-8, 2=523/0-5-11, 5=430/Mechanical Max Horz 2=368(load case 2) Max Uplift4 = -363(load case 5), 2=-283(load case 2), 5=-2060oad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35,2-3=-943,3-4=76 BOT CHORD 2-7=865, 6-7=865, 5-6=0 WEBS 3-7 '166, 3-6=-942 (6-5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 Ib uplift at joint 4, 283 Ib uplift at joint 2 and 206 Ib uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) THIS DESIGN CONFORMS TO FBC 2001, BASED ON THE PARAMETER INDICATED. LOAD CASE(S) Standard 1pt D� 1) Regular: Lumber Increase = 1.33, Plate Increase =1.33.••"'••'••..�/ Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) I` Vert: 2= -4.4 -to -4=-183.1, 2=0.0 -to -5=-49.5 '. MATE OF ,r 0 .w March 13,2002 ®WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the �® responsibility of the erector. Additional permanent bracing of the overall structure is the responslblitly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 GualBy Standard, DSB-89 Bracing Specification, and HIB -91 A M �® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. I�w (+ Symbols J5 PLATE LOCATION AND ORIENTATION WEBS 13/14 * Center plate on joint unless dimensions indicate otherwise. CONNECTOR PLATE CODE APPROVALS Dimensions are in inches. Apply 4 X 4 plates to both sides of truss and securely seat. dim-ension is the length parallel 0 cc 0 *For 4 x 2 orientation, locate BOCA plates 1/8" from outside edge of ao truss and vertical web, 0 *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 ca J5 WEBS The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 ca C7 BOTTOM CHORDS J1 J8 J7 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. J6 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190. WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. f MiTeke TM PANEL CLIP FORM018,019 GANG-N.41L ® #fy®RO SUR Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,, 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at X14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, ' © 1993 Mitek Holdings, Inc. I -8- I 8 J' 0 0 LAT CLO. 'M G, L - B1 Bl - - --_ __ _ ------ - - - - - - - - - A9 - Bl =-- All B1 A A 2ND AT FLOOR BRG. - - B1 i Bl - A - B1 A1A B1 I ( AlA i B1 ' Bl B1 A1A Illi Bl AlA U ' lHi Bl i Al _j •�; B1 i A2 1 B A2. ' B I I I.. A2 i - B i I A2 - B .2 -2 -x - _------=---................... BGAB y - E ---- BB57 E -_--- -- BBGAB -- LEDGER BRG, _ 8-0-0 BRG, _ E AB 9-0-0 BRG, 13-4-0 BRG. IN ENTRY 9-4-0 I 19-8-0 5-4-0 15-0-0 ALL BEARING WALLS TO BE PLACED IJ L 1 PLY HGR. �`; C TI C' E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS F PRIOR TO SETTING TRUSSES.. I --� I .- L. 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI L- - - - - WALLS SHOWN ARE TO BE BEARING.. I L 3 PLY HGR. SIGNED APPROVAL: X qOB NUMBER: DR22896 DATE: 7-29-02 PITCH: LOAD: SHINGLES CCU SPAN: CUSTOMER: D.R. HORTON 407-321-1440 BY: T H JOB NAME: /H: 1.2" 2289 "B" ELEV. BRG: BLOCK rA R G(� T23 T23 An -n - t' I T 2 3 --- - -- - I 1 '....� LTJ00 i ....................._ ......_.. _...._ ....._. _..... _.. ._.._. 1 I� f (m C' p U 23 J a TT19 Lo Aa 0,-"�- .-��-V_ w ,�� IST FLOOR \ ( BR - GI @ 8 0 0 , I NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDE 9-4-0 I 19-8-0 5-4-015-0— TRIM IT FLOOR SYSTEM I VV'4 r\ I I N1 C: ALL BEARING WALLS TO BE PLACED I -} L IUT FACE/MT I PRIOR TO SETTING TRUSSES.. I — — — — CTI('Ei .. REVIEW ALL SPAN DIMINSIONS--BRC. WALLS 1 I d. d L WALLS SHOWN ARE TO BE BEARING. MIT TOP/MT I ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS — _ — — . I d SPC SIGNED APPROVAL: X - -- - - - - - -- - - - I CCU SPAN JOB NUMBER: DR22896, DATE: 7-2-01 407-321-144 CUSTOMER: D.R. NORTON 800-330-4008 BY:D H JOB NAME: 2289 '% ELEV. C't 17- I 1 '....� LTJ00 i ....................._ ......_.. _...._ ....._. _..... _.. ._.._. 1 I� f (m CK I T19 T19 I TT19 Lo Aa 0,-"�- .-��-V_ w ,�� IST FLOOR \ ( BR - GI @ 8 0 0 , I NOTE: PLACEMENT MAY VARY DUE TO FIELD CONDITIONS A/C PLUMBING ECT. SEE INSTALLATION GUIDE 9-4-0 I 19-8-0 5-4-015-0— TRIM IT FLOOR SYSTEM I VV'4 r\ I I N1 C: ALL BEARING WALLS TO BE PLACED I -} L IUT FACE/MT I PRIOR TO SETTING TRUSSES.. I — — — — CTI('Ei .. REVIEW ALL SPAN DIMINSIONS--BRC. WALLS 1 I d. d L WALLS SHOWN ARE TO BE BEARING. MIT TOP/MT I ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS — _ — — . I d SPC SIGNED APPROVAL: X - -- - - - - - -- - - - I CCU SPAN JOB NUMBER: DR22896, DATE: 7-2-01 407-321-144 CUSTOMER: D.R. NORTON 800-330-4008 BY:D H JOB NAME: 2289 '% ELEV. C't